Upload
rufino-ccallo
View
75
Download
5
Tags:
Embed Size (px)
DESCRIPTION
Hidroelectricas
Citation preview
REPUBLICA DEL PERUMINISTERIO DE ENERGIA Y MINAS
DIRECCION GENERAL DE ELECTRICIDAD
EVALUACION DEL POTENCIALHIDROELECTRICO NACIONAL
VOLUMEN VI
DIAGRAMAS FLUVIALES
REPUBLlCA FEDERAL DE ALEMANIASOCIEDAD ALEMANA DE COOPERACION TECNICA, GTZ
BANCO INTERNACIONAL DE RECONSTRUCCION y FOMENTO,CONSORCIO LAHMEYER -SALZGITTER, LIS
CONTENTS PAGE
1. INTRODUCTION 2
2. DESCRIPTION OF DIAGRAMS 4
3. KEY TO SYMBOLS USED IN DIAGRAMS 6(Figs. 1A-1 B)
4. INDEX OF DIAGRAMS AND TABLES 8
5. DIAGRAMS AND TABLES 16
VOLUMEN VI DIAGRAMAS FLUVIALES y CARACTERISTlCAS DE LOS TRAMOS
CONTENIDO PAGINA
1. INTRODUCCION
2. DESCRIPCION DE LOS DIAGRAMAS
3. CLAVE DE SIMBOLOS USADOS EN LOS DIAGRAMAS
3
6(Figs. lA-l B)
8
16
4. INDICE DE DIAGRAMAS y TABLAS
5. DIAGRAMAS y TABLAS
VOLUME VI FLUVIAL SYSTEM DIAGRAMS AND RIVER REACH CHARACTERISTICS -
1. INTRODUCCION-------------------------
El par6metro hidrológico b6sico para la selección y evaluación de centr~les hidroeléctricas potenciales es el caudal medio esperado en el emplazamiento delproyecto, sea el que ocurra naturalmente o el aumentado por derivación. Para los pr~pósitos de planeamiento a nivel de cuenca o nacional esto implica que se requieren v~lores estimados del caudal medio en puntos de todos los rios significativos y de sus mayores afluentes. Disponiéndose de dichos valores estimados y la información topográf[ca pertinente, se puede entonces cal cular el potencial hidroeléctrico de la región.
Como parte de la evaluación del potencial hidroeléctrico del Perú llevadoa cabo durante el periodo de Octubre de 1976 a Marzo de 1979,. se elaboró un modelo matemático simple de cada cuenca. El estudio fue realizado por un Consorcio de fñgenieros consultores de la República Federal de Alemania compuesto por las firmasLahmeyer International GmbH y Salzgitter Consult, en cooperación con el Ministerio deEnergia y M inas del Perú.
El presente volumen contiene diagramas que muestran la representación esquemáticas de todos los sistemas fluviales considerados en este estudio asi como resúmenes de las caracteristicas topográficas e hidrológicas de cada tramo de rio y afluente -:En el Volumen IV se presentan mapas que muestran la descripción geográfica de cadacuenca asi como las ubicaciones de todas las estaciones hidrométricas y pluviométricasconocidas. En el Volumen 11, Sección 4 se dá una descripción total de la metodologiaempleada en la construcción, operación y cal ibración de los modelos. En el VolumenVII se reproducen las relaciones hidrológicas utilizadas y los caudales medios resultan-tes en cada punto definido y en el Volumen VIII se dan los potenciales hidroeléctri c osteóri cos correspondi entes.
Aunque los modelos son conceptual mente simples, éstos proporcionan unabase cuantitativa para analizar la naturaleza de la cuenca en consideración y el potencial para el desarrollo de los recursos hidricos correspondientes. En este sentido losmadelos mismos se contemplan como una herramienta valiosa para el planeamiento futurode la utilización de los recursos de agua superficiales del Perú. Hay bastante campopara realizar los datos de entrada, y se espera que el énfasis dado a la cuantificaciónalentará una estandarización futura de la información, la cual proporcionará beneficios a todos los sectores . Este objetivo tomará mayor importancia cuando se dé el debTdo énfasis a proyectos de propósitos múltiples y a la necesidad de prestar más atencióña la interacción entre proyectos.
INTRODUCTION----
The bosic hydrologicol porometer for the selection ond evoluotion of potentiol hydropower plonts is the expected meon flow ot the project site, whether noturoHyoccuring or os ougmented by diversion. For the purpose of plonning ot the river bosi nor notionol level this implies thot estimotes of the meon flow ore required ot points on011 significont rivers ond their importont tributories. Given the ovoilobility of such estimotes ond relevont topogrophic informotion, the theoreticol hydropower potentiol ofthe region con then be colculoted.
As port of the evoluotion of the hydroelectric potentiol of Peru undertokenduring the period October 1976 to Morch 1979, o simple mothemoticol model of ea c hriver bosin wos constructed. The study wos effected by o consortium of West Ger m o nconsulting engineers composed of Lohmeyer Internotionol GmbH ond Solzgitter Consult,in cooperotion with the Peruvion Ministry of Energy ond Mines.
The present volume contoins diogroms showing the schemotic representotion,
of 011river systems considered in the obove study together with summories of the topographic ond hydrologicol chorocteristics of eoch river reoch ond tributory. Mops sho;ing the geogrophic layout of eoch river bosin ore given in Volume IV together with th-elocotions of 011 known streomflow ond roinfoll meosuring stotions. A full descri ption ofthe methcx:lology underl ying the construction, operotion ond col ibrotion of the model sis given in Volume 11, Section 4. The hydrologicol relotionships used ond the resulting estimoted mean flows ot eoch defined point ore reproduced in Volume VII ond th;corresponding theoreticol hydroelectric potentiols ore given in Volume VIII.
While the models o:-e conceptuolly simple, they provide o quontified bosis for onolysing the noture of the river bosin under considerotion ond the potencial fordeveloping the ossocioted water resources. In this sense, the models themselves oreseen as a valuoble tool for the future plonning of surfoce water utilization in Peru.There exists considerable scope for refinement of the input doto ond it is hoped thot theemphasis on quantification will encouroge o future pooling of information thot will provide benefits to alí sectors. This objective will take on greater importonce given on i~creasi ng emphasi s on multi -purpose projects and tne need to give more consideration t;-
project interaction.
2. DESCRIPCION DE LOS DIAGRAMAS
Los diagramas fluviales dan una representación matemática de cada sistemafluvial y fue necesario definir los limites de los tramos de rio a considerarse y sus c~rrespondi entes parámetros morfométricos. Teóri camente la longitud de I tramo deberiaser infinitamente pequeña, pero en la práctica se encuentra que valores promedio de10 Km. pueden brindar suficiente exactitud para que se identifiquen cambios de consideración en las condiciones morfométricas o hidrológicas.
En el presente estudio se adoptó este intervalo como la longitud de tramode rio estandar pero estuvo sujeto a modifi caci ones en ci ertos casos. Especifi camenteel intervalo fue cambiado por el tramo final (el más aguas arriba) de un rio o afluentey cuando lo exigia la ubicación de una confluencia de rios o estaciones hidrométricas.Inversamente en regiones donde únicamente se di sponia de mapas a la escala 1 :11000,000 (principalmente en las partes de bajo gradiente de la Selva) se adoptaron tramas de río de 50 Km. Debido a la homogeneidad de esas regiones, la resultante péi"dida de precisión no es de mayor importancia.
Cada punto está definido por su distancia en kilómetros de la confluenciaaguas abajo con un río de orden más bajo y por su elevación en metros sobre el niveldel mar. Para cada cuencia correspondiente, esto es, entre el punto dado y el puntosituado inmediatamente aguas arriba se obtuvieron valores planimetrados del área superflcial en Km.2, y la elevación media de dicha área en m.s.n.m. Los puntos de con-fluencia se diferencian por un sistema de doble numeración, dándose números únic~a los puntos coincidentes en los rios de más alto y bajo órdenes. La ubicación de unaestación de aforos se define por el número adecuado de punto e identificando los elementas lineales de los cuales se derivan los caudales medidas. Estos elementos lineales están, a su vez limitados por puntos de confluencia y/o estaciones de control.
De la manera descrita se elaboró un modelo digital para cada sistema fluvial y esta información forma el banco de datos del sistema fluvial. Debido a las Iimitaciones computacionales del programa de cómputo correspondiente fue necesario descomponer algunas de las más grandes redes fluviales de la Selva y Sierra del Perú. siñembargo, manteniendo un riguroso orden secuencial al correr los modelos se puedentransmitir los resultados acumulados.
La calibración de los modelos de captación consistió en el ajuste de las relaciones hidrológicas de entrada y/o la implementación de puntos de entrada o de sOlida para dar cuenta de las pérdidas o ganancias no medidas. Los puntos de entradao salida se utilizan cuando el modelo indica incrementos de descarga demasiado grandes como ocurre por ejemplo con las derivaciones no controladas, uso consuntivo,evoporación en superficies libres o infiltración. La mayoría de estos ajustes hubieron dehacerse en las cuencas de la costa debido al gran número de proyectos de irrigación existentes y de sus canales de derivación correspondientes. -
La tabla que sigue a cada diagrama permite identificar cada tramo de ríopor su nombre y también dá la información morfométrica e hidrológica correspondiente.
La cuenca se identifica por su nombre yel número de código atribuido, ycada tramo considerado aparte está definido por sus puntos limitantes en el área decuenca total (A) y la elevación media correspondiente (H) y la longitud de corriente total (L). Los parámetros de cuenca se calculan de la siguiente manera: -
Densidad de drena je =
Al (L * L)
L/A
Factor de forma
La pendiente media representa la diferencia entre la elevación media delárea de captación y del curso del rio, se cal cula entre cada par de puntos y se pondrápara dar un valor para el tramo de rio involucrado.
El valor para la precipitación media se calcula sobre la base de las relaciones de entrada asumidas entre la precipitación y la altura.
2.--------------------------
The fluvial diagrams give a mathematical representation ot each river system, for which it was necessary to define the limits of the river reaches to be considered, and their associated morphometric parameters. Theoretically, the length of thereach should be infinitely small but in practice an average value of 10 Km is foundtobe of suHicient exactitude over which significant changes in morphometric or hydrologi c conditions can be identified. -
This interval was adopted as the standard river reach length within the present study, but was subject to modification in certain cases. Specifically, the interval was reduced for the final (most upstream) reach of a river or tributary stream andwhen di catated by the location of a river confluence or hydrometric station. ConverseIy, in regions wh~re maps with scales of only 1 : 1,000,000 were available, (mainlyin the Selva part of the <;;ountry having low gradients), river reaches of 50 Km. wereadopted. Due to the homogeneity of these regions, the resulting loss of accuracy is notundu Iy signifi cant\.
Each point is defined by its distance, in Km., from the downstream confluence with a lower arder river and by its elevation, in meters above sea level. For-each associated catchment, that is between the given point and that point Iying immediately upstream,planimetered values were obtained for the surface area in Km2, andthe mean elevation of that area in m.a .s.l. Confluence points are distinguished bya system of double numeration, unique numbers being given to the coincident pointsonthe upper and lower order streams. The location of a gauging station is defined by theappropiate point number and by identifying the linear elements from which the measured flow derives. These linea~ elements are in turn limited by confluence points and/or gauging stations.
In the above manner a digital model of each river system was constructedand this information forms the river system data bank. Due to computational limits ofthe associated computer program it was necessaryto -di~aggregate some of the very largestream networks existing in the Sierra and Selva regions of Peru¡ however; by maintain¡ng a strict sequential arder in running the models cumulative results can be transmitted:-
Calibration of the catchment models consisted of adiusting the input h".Alvlogical relationships and/or imposition of point inflows or outflows to account for unmeasured gains or losses. Point inflows or outflows are used when abnormallylarge flowincrements are indicated by the model as occur, for example, with unmeasured diversions, consumptive use, free surface evaporation or infiltration. The majority of suchadjustments had to be made for the coastal river basins due to the large number of existing irrigation schemes with their associated canal transfers. -
The tables whi ch follow each diagram allow each river reach to be identified by name and also give associated morphometric and hydrological information.
The river basin is identified by name and attributed code number , and eachseparately considered reach defined by its limiting points in accordance with the fluvial diagram. Physical characteristics given are the total catchment area (A) and corresponding mean elevation (H), and the total stream length (L). Catchment paramete~are cal culated as follows :
Form factorDrainage density
= A / (L * L)= L/ A
The mean slope represents the difference between the mean el evation of thecatchment area and the river course¡ it is calculated between each pair of points andweighted to give a value for the river reach concerned.
The value for the mean rainfall is calculated on the basis of the input relationship assumed between precipitation and elevation.
6
GUlA pARA lOS DIAGRAMAS D~ lOS SISTEMAS FlUVIAlE S
Key to River System Diagrams
3lo.
tCORANCHAY (1.7)
20S011 (10)
05CO.ll'o 120lo603 (jJ I
I 20
S21 ~
1
PUNTO DE R10 Df,FINIDO y NUMERO IDENTIFICANTE.;Defihé-O River Point and Identitifying Number
CON FLUENCIA ¡ PUNTOS 28 Y lo.3 SOf'l COINCIDENTES
Conflu~nce; Po'ints 28 and 1.3 are Coincident
ALMACENAMIENTO SIGNIFICATIVO; NATURAL (L4GO}ARTlFIClAL (RESERVORIO)
~i!llif¡'cant. Storage; Natural (Lake) or Artificial (Reservoir)
E;STACION HIDROMETRICA CON REGISTROS EMPLEADA EN EL MODELO
Streamflo,w Station With Records uSlld in Model
NOMBRE
(CAUDAL MEDIO ADdPTADO EN m3¡seg
)Name Adopted MeQ.f1 Flow in m3¡seg
NUMERO DE CODIGO
[NUMERO DENTRO DE .LA CUENCA
]Code Number Number Within Basin
UBICACION APROXI MADA DE ESTACION H IDROMETRICA
Approximate Location of "Streamflow Station
NO CONSIDERADA EN EL MODELO O SITUADA EN EL CANAL
Not Considered in Model or 5itlld on Canal
NOMBRE
Name
NUMERO DE CODIGO
[NUMERO DENTRO DE LA CUENCA
]Code Numbllr Numbllr Within 8a!'.in
PERDIDAS CONSIDERADAS' BASADAS EN LA INFORMACION DISPONIBLE EN m3tseg
Assumed Losses Based on Available lnformation In m3¡seg
(PARA IRR IGACION A MENOS DE IDENTI FICARSE DE OTRA MANERA)
(For Irrigation Unless Otherwise Id'entified)
PERDIDAS CONSIDERAS ,BASADAS EN EL BALANCE
Y LA EVALUACION DEL USO DE LA TIERRA EN
TOTALDE AGUA
m3¡ s e 9
and Land useAssumed Losses Based on
Assessment in m3¡seg
(PARA IRRIGACION A MENOS
Overal! Water Balance
DE IDENTIFICARSE DE OTRA MANERA)
(For Irrigation. Unless Otherwise Identified)
DESGARGA AL MAR
Outflow To Sea
."r__, ~_...+.'_"___~_._~'_'~,
"'_IGUlA PARA LOS DIAGRAMAS DE LOS SISTEMAS FLUVIALES.EVALUACION DEL
POTENCIAL
HIDROELECTRICONAC IONAL
6
Fig, 1 AKey to River 'System Diagrams (1/2)
~ESTACION H IDROELECTRICA EXISTENTE CON TRANSFERENCIA ES TI MADA
,.~L
EN m3¡seg
Existing Hydroelectric Station with Estimated Transfer in m3¡seg
23 H 2S
I CAUDAL ESTIMADO DE FUSION DE NIEVESII
I (NO REGISTRADO COMO LLUVIA)I
* 1** I * Estimated Flow Fr o m Snow MeltI10.2S 12.2S'1 t ( Not Reg istered as Rainfall )
16 17
CONT INUACION
Continuation
78CONFLUENCIA CON SISTEMA CONSIDERADO APARTE
2296.8
.-..Confluence With Seperately Considered System
CAUDAL MEDIO ESTIMADO EN m3¡seg
(Estimated Mean Flow in m3¡seg)RIO MARAf:iON BAJO(2111.)
682276.8 TIGRE (211'31
CAUDAL MEDIO ESTIMADO INGRESANTE DE UN SISTEMA
FLUVIAL CONSIDERADO APARTE
Estimated M ean Flow Entering From Seperately
Considered River Syshm
23
L 1M I TE DEL TERRITORIO PERUANO
Limit Of Peruvian Territory
10 9
EVALUACION DEL
POTENCIAL
HI DROELECTRICONACIONAL
GUlA PARA LOS DlAGRAMAS DE LOS SISTEMAS FLUVIALES
Fig. 1 BKey to River System Diagrams (2 /2)
CUENCAS DE LA VERTIENTE DEL PACIFICO------------------------------------
COOIGO Nor-1t3RE OESCRIPCION DE FIGURA HOJAS PAGINA FIGURA..... . ...... . .................... . ..... . ..... .
101 ZARUr-lILLA DIAGRAMA FLUVIAL 13 2CARACTERISTICAS DE TRAMOS 17
102 TUM8ES DIAGRAMA FLUVIAL 14 3CARACTERISTICAS DE TRAMOS 17
103 CHIRA DIAGRAMA FLUVIAL 2 15 4-5CARACTERISTICAS DE TRAMOS 1 17
104 PIURA DIAGRAMA FLUVIAL 2 18 6-7CARACTERISTICAS DE TRAMOS 1 22
105 CASCAJAL DIAGRAMA FLUVIAL 20 8CARACTERISTICAS DE TRAMOS 22
106 OLMOS DIAGRAMA FLUVIAL 21 9CARACTERISTICAS DE TRAMOS 22
107 MOTUPE DIAGRAMA FLUVIAL 23 10CARACTERISTICAS DE TRAMOS 26
108 LA LECHE DIAGRAMA FLUVIAL 23 10CARACTERISTICAS DE TRAMOS 26
109 CHANCAY-LAMBAYEQUE ~IAGRAMA FLUVIAL 24 11CARACTERISTICAS DE TRAMOS 26
110 ZANA DIAGRAMA FLUVIAL 25 12CARACTERISTICAS DE TRAMOS 26
111 CHAMAN DIAGRAMA FLUVIAL 27 13CARACTERISTICAS DE TRAMOS 30
112 JEQUETEPEQUE DIAGRAMA FLUVIAL 28 14CARACTERISTICAS DE TRAMOS 30
113 CHICAMA DIAGRAMA FLUVIAL 29 15CARACTERISTICAS DE TRAMOS 30
114 MOCHE DIAGRAMA FLUVIAL 31 16CARACTERISTICAS DE TRAMOS 34
115 VIRU DIAGRAMA FLUVIAL 32 17CARACTERISTICAS DE TRAMOS 34
116 CHAO DIAGRAMA FLUVIAL 33 18CARACTERISTICAS DE TRAMOS 34
117 SANTA DIAGRAMA FLUVIAL 2 35 19-20CARACTERISTICAS DE TRAMOS 1 38
118 LACRAMARCA DIAGRAMA FLUVIAL 37 21CARACTERISTICAS DE TRAMOS 3B
119 NEPENA DIAGRAMA FLUVIAL 39 22CARACTERISTICAS DE TRAMOS 42
120 CASMA DIAGRAMA FLUVIAL 40 23CARACTERISTICAS DE TRAMOS 42
121 CULEBRAS DIAGRAMA FLUVIAL 41 24CARACTERISTICAS DE TRAMOS 42
122 HUARMEY DIAGRAMA FLUVIAL 43 25CARACTERISTICAS DE TRAMOS 46
123 FORTALEZA DIAGRAMA FLUVIAL 44 26CARACTERISTICAS DE TRAMOS 46
124 PATIVILCA DIAGRAMA FLUVIAL 45 27CARACTERISTICAS DE TRAMOS 46
CODIGO NOMBRE DESCRIPCION DE FIGURA HOJAS PAGINA FIGURA..... . ..... . .................... . . . . . . . ..... .
125 SUPE DIAGRAMA FLUV IAL 47 28CARACTERISTICAS DE TRAMOS 50
126 HUAURA DIAGRAMA FLUVIAL 48 29CARACTERISTICAS DE TRAMOS 50
127 CHANCAY-HUARAL DIAGRAMA FLUVIAL 49 30CARACTERISTICAS DE TRAMOS 50
128 CHILLON DIAGRAMA FLUVIAL sr 31CARACTERISTICAS DE TRAMOS 54
129 RIMAC DIAGRAMA FLUVIAL 52 32CARACTERISTICAS DE TRAMOS $4
130 LURIN DIAGRAMA FLUVIAL 53 33CARACTERISTICAS DE TRAMOS 5"1
131 CHILCA DIAGRAMA FLUVIAL 55 34CARACTERISTICAS DE TRAMOS 58
132 MALA DIAGRAMA FLUVIAL 56' 35CARACTERISTICAS DE TRAMOS 68
133 OMAS DIAGRAMA FLUVIAL 57> 36CARACTERISTICAS DE TRAMOS 58
134 CANETE DIAGRAMA FLUVIAL 2 59 37-38CARACTERISTICAS DE TRAMOS 1 63
135 TOPARA DIAGRAMA FLUVIAL 6T 39CARACTERISTICAS DE TRAMOS 63'
136 SAN JUAN DIAGRAMA FLUVIAL 62 40CARACTERISTICAS DE TRAMOS 63
137 PISCO DIAGRAMA FLUVIAL 64 41CARACTERISTICAS DE TRAMOS 68
138 ICA DIAGRAMA FLUVIAL 65 42CARACTERISTICAS DE TRAMOS 68
139 GRANDE DIAGRAMA FLUVIAL 2 66 43-44CARACTERISTICAS DE TRAMOS 1 68
140 ACARI DIAGRAMA FLUVIAL 69 45CARACTERISTICAS DE TRAMOS 12
141 YAUCA DIAGRAMA FLUVIAL 70 46CARACTERISTICAS DE TRAMOS 72
142 CHALA DIAGRAMA FLUVIAL 71 47CARACTERISTICAS DE TRAMOS 72
143 CHAPARRA DIAGRAMA FL U '(1AL 73 48CARACTERISTICA~ DE TRAMOS 76
144 ATICO DIAGRAMA FLUVIAL 74 49CARACTERISTICAS DE TRAMOS 76
145 CARAVELI DIAGRAMA FLUVIAL 75 50CARACTERISTICAS DE TRAMOS 76
146 OCONA DIAGRAMA FLUVIAL 2 77 51-52CARACTERISTICAS DE TRAMOS 1 82
147 MAJES-C,'\MANA DIAGRAMA FLUVIAL 3 79 53-55CARACTERISTICAS DE TRAMOS 1 82
148 QU IL CA O CI1ILI DIAGRAMA FLUVIAL 2 81 56-57CARACTERISTICA$ DE TRAMOS 1 87
149 TAMBO DIAGRAMA FLUVIAL 2 ~~58-59CARACTERIST~CAS DE TRAMOS 1
9
150 OSMORE DIAGRAMA. FLUV IAL 88 60CARAGTERISTIGAS DE TRAMOS 91
151 LOCUMBA DIAGRAMA FLUVIAL 89 61CARACTERISTICAS D'E'" TRAMOS 91
152 SAMA DIAGkAMA FLUVIAL 90 62CARACTERISTICAS DE TRAMOS 91
153 CAPLINA DIAGRAMA FLUVIAL 92 63CARACTERISTICAS DE' TRAMOS 97
CUENCAS DE LA VERTT'ENTE DEL ATLANTICO : SISTEMA DEL RIO MARANON--------------------------------~----CODIGO NQ,MBRE DESCRIPCtON DE FIGURA HOJAS PAGINA FIGURA......... .. .... of...... .. .............. lO.................. ...... .......... .. .... ........
2101 ALTO MARA NON DIAGRAMA FLUVIAL 3 94 65-67CARACTERISTICAS DE TRAMOS 2 97
2102 CRISNEJAS DIAGRAMA FLUVIAL 1 98 68CARACTERISTICAS DE TRAMOS 2 100
2103 LLAUCANO DIAGRAMA FLUVIAL 99 69CARACTERISTICAS DE TRAMOS :00
2104 CHAMAYA DIAGRAMA FLUVIAL lor 70CARACTERISTICAS DE TRAMOS 10:3
2~105 HUANCABAMBA DIAGRAMA FLUVIAL 102 71CARACTERISTICAS DE TRAMOS 103
2106 CHOTANO: DIAGRAMA FLUVIAL '04 7"CARACTER 1ST ICAS DE TRAMOS 107
'Q"2107 CHINCHIPE DIAGRAMA FLUVIAL 10, 73
CARACTERISTICAS DE TRAMOS 10
2108 TABACONAS DIAGRAMA FLUVIAL 106 74CARACTERISTICAS DE TRAMOS 107
2109 CENEPA DIAGRAMA FLUVIAL 108 75CARACTERISTICAS DE TRAMOS 111
2110 SANTIAGO DIAGRAMA FLUVIAL 2 109 76-77CARACTERISTICAS DE TRAMOS
1 111
2111A MARANON MEDIO DIAGRAMA FLUVIAL 2 112 78-79CARACTERISTICAS DE TRAMOS 1 :151
2111 B MORONA DIAGRAMA FLUVIAL ¡r4 80CARACTER 1ST ICAS DE TRAMOS 11°!>
2112 PASTAZA DIAGRAMA FLUVIAL 116 81CARACTERISTICAS DE TRAMOS 118
2113 TIGRE DIAGRAMA FLUVIAL 117 82CARACTERISTICAS DE TRAMOS 118
2114 BAJO MARA NON DIAGRAMA FLUVIAL 119 83CARACTERISTICAS DE TRAMOS 121
2115 UTCUBAMBA DIAGRAMA FLUVIAL 120 84CARACTERISTICAS DE TRAMOS 121
2116 CHIRIACO DIAGRAMA FLUVIAL 122 85CARACTERISTICAS DE TRAMOS 124
2117 NIEVA DIAGRAMA FLUVIAL 123 86CARACTERISTICAS DE TRAMOS
124
10
CUENCAS DE LA VERT lENTE DEL ATLANTICO : SISTEMA DEL RIO MARA NON (CONT. )
-------------------------------------
CODIGO NOMBRE DESCRIPCION DE FIGURA HOJAS PAGINA FIGURA
.,.... . lO.... . lO................... . lO.... . lO.... .
2118A HUALLAGA SUP DIAGRAMA FLUV I AL 2 125 87-88CARACTERISTICAS DE TRAMOS 1 127
2118B HUALLAGA I NF DIAGRAMA FLUVIAL 128 89CARACTERISTICAS DE TRAMOS 131
CUENCAS DE LA VERTIENTE DEL ATLANTICO : SISTEMA DEL RIO UCAYALI
-------------------------------------
CODIGO NOMBRE DESCRIPCION DE FIGURA HOJAS PAGINA FIGURAlO.... . lO.... . lO................... . lO.... . lO.... .
2201 URUBAMBA DIAGRAMA FLUVIAL 2 }29 90-91CARACTERISTICAS DE TRAMOS 2 131
2202 'J ILCANOTA DIAGRAMA FLUVIAL l32 92CARACTERISTICAS DE TRAMOS 133
2203A APURIMAC SUP DIAGRAMA FLUVIAL 2 )34 93-94CARACTERISTICAS DE TRAMOS 1 137.
2203B SANTO TOMAS DIAGRAMA FLUVIAL t36 95CARACTERISTICAS DE TRAMOS 137
2203C PUNANQUI DIAGRAMA FLUVIAL 138 96CARACTERISTICAS DE TRAMOS 141
2203D VILCABAMBA DIAGRAMA FLUVIAL 139 97CARACTERISTICAS DE TRAMOS 111
2203E PACHACHACA DIA~RAMA FLUVIAL 140 98CARACTERISTICAS DE TRAMOS 141
2203F APURIMAC INF DIAGRAMA FLUVIAL 2 142 99-100CARACTERISTICAS DE TRAMOS 1 )46
2204 PAMPAS DIAGRAMA FLUVIAL 2 144 101-102CARACTERISTICAS DE TRA'MOS 1 146
2205A MANTARO SUP DIAGRAMA FLUVIAL 2 147 103-104CARACTERISTICAS DE TRAMOS 1 149
2205B MANTARO MED DIAGRAMA FLUVIAL 2 1'50 105-106CARACTERISTICAS DE TRAMOS 1 153
2205C MANTARO INF DIAGRAMA FLUVIAL 152 107CARACTERISTICAS DE TRAMOS 153
2206 PACHITEA DIAGRAMA FLUVIAL .154- 108CARACTERtSTICAS DE TRAMOS U7
2207 AGUAYTIA DIAGRAMA FLUVIAL '155 109CARACTERISTICAS DE TRAMOS .157
2208A ENE DIAGRAMAFLUVIAL 156 110CARACTERISTICAS DE TRAMOS 157
2208B TAMBO DIAGRAMA FLUVIAL )58 1 1 1CARACTERISTICAS DE TRAMOS 1.62
2208C UCAYALI DIAGRAMA FLUVIAL 3 159 112-114CARACTERISTICAS DE TRAMOS 2 162
2209 PERENE DIAGRAMA FLUVIAL 163 115CARACTERISTICAS DE TRAMOS 164
CUENCAS DE LA VERTIENTE DEL ATLANTICO SISTEMA DEL AMAZONAS
-------------------------------------
CODIGO' NOMBRE DESCRIPCION DE FIGURA HOJAS PAGINA FIGURA
lO.... . lO.... . lO................... . lO.... . lO.... .
2301 AMAZONAS DIAGRAMA FLUV I AL 2 165 1 16-117CARACTERISTICAS DE TRAMOS 1 167
2302 NAPO DIAGRAMA FLUV IAL 2 168 118-119CARACTERISTICAS DE TRAMOS 1 172
2303 PUTUMAYO DIAGRAMA FLUVIAL 2 170 120-121CARACTER1ST I CAS DE TRAMOS 1 172-
2304 YAVARI DIAGRAMA FLUVIAL 173 122CARACTERISTICAS DE TRAMOS 176
2305 PURUS DIAGRAMA FLUVIAL 174 'e
CARACTERISTICAS DE TRAMOS ~76
2306 MADRE DE DIOS DIAGRAMA FLUVIAL 175 124CARACTERISTICAS DE TRAMOS J76
2307 INAMBARI DIAGRAMA FLUVIAL 177 125CARACTERISTICAS DE TRAMOS 180
2308 TAMBOPATA DIAGRAMA FLUVIAL 175 124CARACTERISTICAS DE TRAMOS J76
2309 ACRE DIAGRAMA FLUVIAL 178 126CARACTERISTICAS DE TRAMOS 180
2310 LAS PIEDRAS DIAGRAMA FLUVIAL 175 124CARACTERISTICAS DE TRAMOS 176
2311 YURUA DIAGRAMA FLUVIAL 179 127CARACTERISTICAS DE TRAMOS 180
CUENCAS DE LA VERTIENTE DEL LAGO Tll"lCACA-----------------------------------------
CODIGO NOMBRE DESCRIPCION DE FIGURA HOJAS PAGINA FIGURAlO.... . lO.. lO.. lO................... . . . . . . . lO.... .
301 SUCHE S DIAGRAMA FLUVIAL 181 128CARACTERISTICAS DE TRAMOS ,185
302 HUANCANE DIAGRAMA FLUVIAL 182 129CARACTERISTIC~S DE TRAMOS 185'. .
303 RAMIS DIAGRAMA FLUVIA~ 2 183 130-131CARACTERISTICAS DE TRAMOS 1 18~
304 COATA DIAGRAMA FLUVIAL 186 132CARACTERISTICAS DE TRAMOS 189
305 ILLPA DIAGRAMA FLUVIAL 187 133CARACTERISTICAS DE TRAMOS 189
306 lLAVE DIAGRAMA FLUVIAL 188 134CARACTERISTICAS DE TRAMOS 189
307 MAURE DIAGRAMA FLUVIAL 190 135CARACTERISTICAS DE TRAMOS ~93
308 ZAPATILLA DIAGRAMA FLUVIAL 191 136CARACTERISTICAS DE TRAMOS 193
309 CCALLI\CCANE DIAGRAMA FLUVIAL 192 137
12CARACTERISTICAS DE TRAMOS 193
CAUDAL ESTIMADO 2.0-- ---~ 12
DEL EC U ADOR
13
'"
" 3 2 1
1S
8 9 10t7
11
16 LA PALMA (S.4) 200102 [2JS G
(0.8)17
(CANAL INTERNACIONAL)
200101 [1) 18
----- ........
EVALUACION DEL DIAGRAMA FLUVIAL
POTEN CIAL
H IDROELECTR ICO Z ARUMILLA 1 01 Fig. 2NAC 10 NAL FLOW DIAGRAM :
13
13 r+--§.O~--
14 CAUDALES ESTIMADOS
DEL ECUADOR
15
16 ,I, 15.0I
17V
12 11 10 9 8 7 6 54
18
3
19
2
20
"
21
22
23 EL TIGRE (91.0) 200202 [2]
24
25
I.26 PTE. CAR RETERA ( 92.0) 200201 [IJ
27
28
,It~-,-..-
EVALUACION DEL DIAGR A M A FL U VIAL:POTENCIAL
HI DROELECTRICO TUMBES 102 Fig. 3NACIONAL FLOW DI A G RA M1~
17
18
19
20
21
S 6 7 822
12 1124
25
0.9
2& riego
14.8
CONTRI BUCION DE LA
CUENCA ECUATORIANA
(PUENTE INTERNACIONAL)
200310 [10J
CAUDAL ESTIMADO
ECUADOR (Río Catamayo)
39
4
41
42
43 4S 4644
34 3S
EVAlUACION DEL
POTENCIAL
H IDROELECTRICO
NA CI ONAl
1.08S
86
1.0 0.0._ _ -;;. 00
30.00
99
100
4 3 2LOS EN C.UE'i TROS
101 200311. [4]
33
102
103
47 48 4938
32 31
104 SOLANA BAJA (96.3)
200302 (2136 37
DIAGRAMA FLUVIAL:
e HIRAFlOW DIAGRAM:
103 ( 1/2)
13
15200 301
16 PARAJE GRANDE ( 12.1 )[1 ,13 ,ISJ
30 29 28 27
CANALQUI ROZ
9
23 10
ZAMBA(14.200303
[3J
Fig. 4
15
5253
54
68
67
66
65
64
51 SO
105
69 70 7158 63
10G
57 62
EVA LUACION DEL DIAGRAMA FLUVIAL:
POTENCIALe HIRA 103 (2/2) Fig. 5
HIDROELECTRICO
NACIONAL FLOW D IAGRAM :16
t CANAL
I
QUIROZ
56 61
107
RES. POECHOS
tII
72
ss 60 PARDO DE ZELA (85.0)108 200 306 [6]
(RES. SAN LORENZO)109 200312 [12]
74
2.5
CHI- P!200317 [16,17J
CANALYUSCAY200316
73
CANAL CHIRA PIURA3.3
59
13.384 83 82 81 80 76 75
10.0
'*'
110 ( CANA LCHIPILLlCO)
200311 [11]riego 2.5
DERIVACION A PI URA PUENTE SULLANA (94.3)
200305 [5]
16.0
DERIVACION114
A PIURA
115
116
117
118
119
120
121
*1 RIO SECO 1 4 141.5 377.3 439.3 33.0 0.13 1.95 0.23 *
*2 R IO ELBUQUE 5 7 143.1 221.2 339.4 22.0 0.30 1.56 0.15 *
* 3 RIO PALMALES 8 11 136.3 228.4 345.8 27.0 0.19 1.83 0.20 *
*4 ZARUMILLASUP 12 16 323.6 339.8 406.1 30.0 O.~6 2.33 0.Q9
** 5 ZARUM ILLA INF 16 18 72.3 18.4 166.5 17.0 0.25 0.13 0.24 *
*******************.**.*****************.****************************************************
REPRESENTACION y CARACTERISTICAS DE LA CUENCA *, DE TRAMOS 18
** *
, DE PUNTOS : 121*
*DEL' RIO CHIRA . CODIGO 103
*, DE ESTACIONES HIDROMETRICAS : 5
**********************************.***.****.************************************************** TRAMO
*PUNTOS
*ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *
***********.**********************MEA PRQMEDIA PROMEDIA RIOS FORMA PROM. DREN. *
*COOIGO* NOM3RE*
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)*
******.************************************.***********.************************************* **
1 REMOL I NOS 1 4 176.3 490.7 526.1 33.0 0.16 2.68 0.19 **
2 ARANZA 5 8 156.1 2198.3 979.7 30.0 0.17 6.29 0.19*
* 3 TULMAN 9 12 281.8 2295.4 985.4 32.0 0.28 8.50 0.11 **
4 SUYO 13 16 191.0 857.6 702.7 25.0 0.31 5.18 0.13*
*5 QUIROZ SUP 17 27 1937.1 2124.0 972.2 90.0 0.24 10.57 0.05
**
6 QUIROZ INF 27 33 644.1 717.9 640.3 67.0 0.14 3.46 0.10*
*7 PILAREZ 34 38 186.8 329.7 382.8 40.0 0.12 1.06 0.21 *
*8 ALAMOR 39 49 801.7 474.1 496.2 97.0 0.09 1.84 0.12 *
*9 JABONILLOS 50 54 378.6 505.0 298.4 35.0 0.31 2.54 0.09
**
10 ENCANTADOS 55 58 210.2 401.8 267.0 34.0 0.18 1.44 0.16 **
11 T AMAR I NDO 59 63 230.2 276.4 244.3 40.0 0.14 1.05 0.17*
* 12 SOLANO 64 71 485.3 420.9 282.2 67.0 0.11 1.72 0..14 **
13 CHIPILLlCO ~72 77 410.9 2275.8 529.9 50.0 0.16 5.74 0.12*
*14 CHIPILLICO B 77 84 689.8 493.7 296.5 71.0 0.14 2.79 0.10
** 15 CHIRA A 85 104 2044.3 1229.0 749.8 182.0 0.06 5.49 0.09 ** 16 CHIRA B 104 108 369.6 160.4 224.1 28.0 0.47 0.81 0.08
**
17 CHIRA C 108 113 456.1 99.7 215.0 36.0 0.35 0.68 0.08*
*18 CHIRA D 113 121 1914.5 211.6 231. 7 76.0 0.33 1.54 0.04 *
******************************************************.*************************.~...* *. REPRESENTACION y CARACTERISTICAS DE LA CUENCA · I DE TRAMOS 5 ·. ., DE PUNTOS 18 ·. DELRIOZARUMILtA COOIGO101 ., DEE~TACIONESHIOROMETRICAS:1....**.* ** *..**.*.*.*...*..* **.**..***..****.********.*.*..*..***.******.**.***. TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *******************************...*
MEA PROMEDIAPROMEDIA RIOS FORMA PROM. OREN. **CODIGO. NOM3RE * DE A *(KM.KM) (METROS) (MM/ANO) (~M) (-) (~) O/KM) ********.*.******************************.**.*****************.*******************.****.***...*
**
********************.*********.*************************************************************
* CARACTERISTICAS DE LA CUENCA 816.8 278.5 368.9 129.0 0.05 1.71 0.16 *
*******************************.*****************.******.******.*****************.**.****.************ ****.********.*************************************..***.****.*..*.*.*..*.*.*..
..*****.****.****...*********..***.**..* *.* * *.**.*********...** *........· REPRESENTACION y CARACTERISTICAS DE LA CUENCA ·
"
DE TRAMOS 5 ·* *, DE PUNTOS 28
** DEL RIO TUM3ES . COOIGO 102 *, DE ESTACIONESHIDROMETRICAS 2 *********..******.*******...***.*.*.* ***.****.***.*************.*..*...***************..*· TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD ******.***,*.*..*************...**. MEA PROMEDtA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOM3RE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (~) (l/KM) **.*******.*******.**.***.**.***********..********.**************.*.******..******..*********
* ** 1 RIO CUZCO 1 4 199.9 688.7 615.4 32.0 0.20 4.12 0.16 ** 2 CASADEROS 5 12 485.7 441.9 491.7 75.0 0.09 1.38 0.15 ** 3 TUM3ES SUP 13 23 1592.9 390.8 446.3 95.0 0.18 2.59 0.06 ** 4 TUMBESMED 23 26 420.9 31.3 178.1 20.0 1.05 0.17 0.05 ** 5 TUMBES INF 26 28 29.4 7.6 156.8 14.0 0.15 0.04 0.48 *.
**************.******.************************.*****************************.***************** CARACTERISTICAS DE LA CUENCA 2728.8 362.1 422.3 236.0 0.05 2.06 0.09
*****..*********.*.********.*************************************************~***************
***************.*****************************.**.*******************************************
* *
***************************************************************************.***************** CARACTERISTICAS DE LA CUENCA 11564.4 959.9 550.3 1033.0 0.01 3.90 0.09 *************************************************************************************~*******
********************************************************************************************
17
63
64
65
66
61
4 3 2
68
200429 [28J
PA TA(0.3) 69
5 6 7 8
PU SMALCA( 0.86) 10200428 [27J
9 10 11 121.2 71
riego1.5 72 SALlTR E ( 2,7 )
200410 [10JBI GOTE (4.2 ) 73
13 14 15 16 17 181.0 74~--
18
EVALUACION DEL
POTE NCIAL
HIDROEL ECTR ICO
NACIONAL
20 19
76
DIAGRAMA FLUVIAL:
P I URA 1 04
FL OW DIAGRAM :
200411 [11]
Fig. 6
I200424 [23] I
CHARANAL (1.9) 80-41 41 42 43 44 - 464S
81 I . PT E. CHULUCANAS (11.8) 200498 [5.61
82
47 48 49 SO S1
83
84
DERIVACION S2 53 SI. . ss 56
DE CHIRA 8S1.0 1.0
16.0 ~". 86 1.3I I
57I 1
58 59 60 61 62
7.01.0
.... TAMBO GRANDE 11(19.4) 200401 [1]~--- 87
riego
88
89
90
91
92
93
CA NAL 3.3~~94
CHIRA- PIURA
9S I PUENTE PIURA ( 29.9 ) 200 lo07 [7]
96
9718.0
~-----;;. riego
98
99
100
101
102
~----......... ........
EVALUACION DEL DIAGRAMA FLUVIAL:
POT EN CIAL.P IURA 104 (2/2)HIDROELECTRICO Fig. 7
NAC ¡ONAL FLOW DIAGRAM:1$
14
15
16
riego0.5~---.., 17
1 2 3 4
18
5 6 7 8 9
19
20
10 11 12 13
<E-- --- 21-- - 2.0- -- ---Infiltración -- ~---- 22- --- - 2.0- --- ---- ~---- 23- - 2.0
24
,¡,r-..- r-/
,......,~
EVALUACION DEL DIAGRAMA FLUVIAL:POTENCIAL "
HIDROELECTRICO CASCAJAL 105 Fig. 8NAC IONAL FLOW O IA"GR AM :20
1
2
3
4
5
~lQ._ 6
Infilfración J Riego ~1.:0__ 7
~!:..O__ 8
9
10
r-' "---- --
.
EVALUACION DEL DIAGRAMA FLUVIAL:POTENCIAL
H ID RO ELECTR ICO OLMOS 106 Fig. 9NACIONAL FLQW DIAGRAM:..
21
********************************************************************************************* REPRESENTACION V C~RACTERISTICAS DE LA CUENCA *
# DE TRAMOS 25*
* *# DE PUNTOS : 102 *
*DEL RIO PIURA , CODIGO 104
*# DE ESTACIONES HIDROMETRICAS 12
*******************************************************************************.************** TRAMO * PUNTOS
*ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD
*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN.
**COOIGO* NOM3RE
*DE A *(KM*KM) (METROS) (~/ANO) (KM) (-) (%) (l/KM)
************************************************************************************.-******** **
1 SAN MAR TI N 1 4 275.6 1482.7 847.4 24.5 0.46 11.63 0.09*
*2 PATA A 5 7 98.0 1615.3 902.6 13.0 0.58 13.98 0.13 *
*3 PATA B 7 8 30.6 629.0 443.1 10.0 0.31 4.29 0.33
**
4 PUSMALCA A 9 11 162.2 789.8 521.7 24.0 0.28 2.92 0.15*
*5 PUSMALCA B 11 12 25.8 507.0 366.9 5.0 1.03 6.22 0.19
**
6 BIGOTEA 13 17 653.5 1444.9 739.5 42.0 0.37 9.73 0.06*
*7 BIGOTEB 17 18 21.3 290.0 245.0 6.0 0.59 2.40 0.28
** 8 SECO 19 22 758.2 761.2 521.6 30.0 0.84 5.94 0.04 ** 9 CHALACO 23 26 149.6 1769.9 884.9 27.0 0.21 10.49 0.18 **
10 LA GALLEGA A 27 29 94.1 1977.4 963.8 14.0 0.48 12.54 0.15*
*11 LA GALLEGA B 29 31 125.2 772.6 520.1 19.0 0.35 6.42 0.15
**
12 CORRALES A 32 36 180.1 1466.5 797.2 32.0 0.18 9.50 0.18*
*13 CORRAL ES B 36 37 90.1 565.0 403.1 6.0 2.50 7.12 0.07 *
*14 CORRAL ES C 37 39 32.0 251.3 228.6 6.0 0.89 3.88 0.19
** 15 CHARANAL A ,40 45 330.3 705.8 457.3 43.0 0.18 4.55 0.13
**
16 CHARANAL B 45 46 1.3 87.0 171.7 1.0 1.30 0.10 0.77*
*17 YAPATERO 47 51 212.8 1070.3 588.0 40.0 0.13 5.09 0.19
**
18 SANCOR 52 56 237.5 481.7 351.5 35.0 0.19 3.32 0.15*
*19 S~ FRANCISCO 57 62 483.6 158.5 192.4 45.0 0.24 0.59 0.09
**
20 PIURA A 63 72 572.1 1144.7 670.7 61.0 0.15 8.66 0.11*
* 21 PIURA B 72 77 450.1 604.0 428.1 32.0 0.44 5.52 0.07*
*22 PIURA C 77 81 342.1 261.1 230.6 24.5 0.57 2.44 0.07 *
*23 PIURA O 81 87 631.5 492.2 367.2 36.5 0.47 3.71 0.06
**
24 PIURA E 87 95 1754.8 155.3 190.2 77.0 0.30 0.96 0.04*
*25 PIURA F 95 102 2763.1 98.8 174.7 66.0 0.63 0.87 0.02
** ************************.*********************************************************************
CARACTERISTICAS DE LA CUENCA 10475.5 539.4 376.7 719.5 0.02 5.19 0.07*
*********************************.***********.***********************************.**********
*********4*******************************************444************************************
********************************************************************************************
* REPRESENTACIONy CARACTERISTICAS DE LA CUENCA
*# DE TRAMOS 4
** * # DE PUNTOS 24
**
DEL RIO CASCAJAL , CODIGO 105* # DE ESTACIONESHIDROMETRICAS: O
***..******************************.***********.*********************************************
*TRAMO
*PUNTOS
*ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *
********,************************* AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **COOIGO* NOM3RE *
DE A *(KM*KM)(METROS)(~/ANO) (KM) (-) (%) (l/KM)*
*******************.***********************--*******-**************************************** *****
1234
TOCTOSAN CR ISTOBAVEGA DEL PADCASCAJAL
151014
491324
236.6897.4729.62283.7
968.8249.6162.7162.7
444.0226.1198.8199.0
30.051.049.0158.0
0.260.350.300.09
6.773.060.511.3R
0.130.060.070.07
****
* ******v*************.*********.***.*******.***************************************************
CARACTERISTICASDE LA CUENCA 4147.3 227.5 218.8 288.0 0.05 2.09 0.07 ***********.**********************************************.***********************.***************************--*-***********************************************************************
********************************************************************************************
*REPRESENTACIONy CARACTERISTICASDE LA CUENCA * # DE TRAMOS 1 *
* *# DE PUNTOS 1O *
* DEL RIO OLMOS , CODIGO 106 * # DE ESTACIONESHIDROMETRICAS O*
****.*********.************.*******.*.**************.***************************************
* TRAMO * PUNTOS*
ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **COOIGO* NOM3RE *
DE A *(KM*KM)(METROS)(~/ANO) (KM) (-) (%) (l/KM) **************.******************************************************************************* ** OLMOS 10 965.1 729.6 364.6 91.0 0.12 4.50 0.09 ** *********************************************************************************************
* CARACTERISTICASDE LA CUENCA 965.1 729.6 364.6 91.0 0.12 4.50 0.09*._*********.**...*********************.*******************.*********************************
*******************************************************-**************.***********.****.***.
22
DERIVACION DE 0.7
HUAllABAMBA35
36
37
38 (MARRIPON i 200703 [ 3]
39
CANAL1, 3 2
LOCAL------ 1,0
0.7(H UAllABAMSA)
200702 [2] LO1,1 Riego
10 1117
1,2
1816 15 11, 13 12
1.0 25~--- 1.3
Ri ego'"
19
2.513.0 26
E-- -- 4l. II 20
31, 33 32 31 30 28 2721, 29
2.5~--- 1,5 PUCHACA (5.9)
200899 [1,2]
1,6 23 22 21
,...., .......,...., ...,
5 6 7 8 9
TONGORRAPE (1.1)
200701 [1]
Riego
EVAlUACION DEL DIAGRAMA FLUVIAL
PO TENCIAl
HIDROElECTRICO MOTUPE y LA LECHE 107 Y 108
NACIONAL FlOW DIAGRAM
Fig. 10
23
18
29
30
31
32- 2 3
4.2 . 33
34
4 5 6
35
10 9 8 7
Rie90 0.6 36
15 14 1"3 12- 11
37 ( 8 ARAN DAS) 200902 [2]
3!!
. . 1116 17 18
200901 POTRERllLO(2.6 ) 39[1]
19 20 21 22
40
41
TUNEl CHOTANO
CANAL
TAYMI
EVAlUACION DEL
POTE NCI A l
H IDROELECTRICO
NACIONAL24
RESERVORIOTINAJONES
CARHUAQUERO ( 27.1) 200903 [3J
(RACA RUMI) 200907 [7J
23 24 2ti 2725
(DESAGUADERO) 200904 ~]
12.0
43
44 ( REQUE 200905 [5]
(DESAGUADERO)
11.0
200906[6]
45
46
RIOLAMBAYEQUE 47
48
49
DIAGRA MA FLUVIAL:
LAMBAYEQUE 109
FLOW DIAGRAM:
Fig. 11
EV AlUACION DEL
POTENCIAL
HIDROElECTRICO
NACIONAL
8
9
10
11
12
2
BATAN 0.3( 6; 5) 13
201001 [11.J..(L - - 1i, ( PORTACHUELO ) 201002 [2]
7 6 '5 i, 3
.J,Q- 15 MOTETE (6.7)
20100 3 [3J
CORVACHO (5.0) 16 ~O__
201004 (I.J
.-2.&_ lA LEONERA (2.6) 201005[5J
SAN lUIS (2.7) ¡
201006 [6J
DIAGRAMA FLUVIAL:
ZAÑA 110 Fig. 12FLOW DI A G R A M:
26
*. REPRESENTACIUN y CARACTERISTICAS DE LA CUENCA *# DE TRAMOS 10 *
* * # DE PUNTOS 49 ** DEL RIO LAM8AYEQUE CODIG\.I 109 * 11 DE ESTACIONES HIDROMETRICAS 2 *.
********************************************************************************************
* TRA14J * PUNTOS * AL TURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PRuMEDIA RIOS FORMA PRm~. OREN. **COOIGU* NO~18RE
*DE A *(KM*KM) (t~ETROS ) (MM/ANQ) (KM) (-) (%) (l/KM)
*************************************~*******************************************************
* *. 1 SAN JUAN 1 3 123.4 3425.6 1352.0 16.5 0.45 14.88 0.13 ** 2 HUANSAYACU 4 6 167.9 2335.5 947.7 21.0 0.38 9.54 0.13 ** 3 CANAD 7 10 246.7 2657.5 1062.4 34.0 0.21 8.40 0.14 ** 4 SAl, LORENlO 11 15 245.1 2804.5 1117.5 40.0 0.15 9.38 0.16 ** 5 CHATO 16 1a 142.6 2289.2 933.9 20.0 0.36 12.27 0.14 ** 6 MAICHAIL A 19 21 277.2 2507.3 1009.8 21.0 0.63 15.7IJ 0.08 ** 7 MAICHAIL B 21 22 79.8 1098.0 537.2 1LO 0.66 6.66 0.14 ** 3 CAi4ELLON 23 27 417.4 1266.3 593.1 40.0 0.26 9.94 0.10 ** 9 LAr43AYEQUE A 28 40 1030.4 2466.0 1004.9 106.0 0.09 9.34 0.10 ** lO LAI4BAYEQUE J 40 49 2175.5 489.3 313.0 86.0 0.29 3.71 0.04 ** *********************************************************************************************
* CARACTERISTICAS DE LA CUENCA 4906.0 1503.6 668.9 395.5 0.03 8.75 0.08 *********************************************************************************************
**
1 RJ0 UDINA 1 2 124.3 1914.1 819.6 15. O 0.55 10.59 0.12*
*2 NAWCHOC 3 7 366.6 1378.1 628.0 39.0 0.24 9.76 0.11
**
3 lANA A (3 13 578.3 1844.8 789.3 56.0 0.18 3.01 0.10*
*4 lANA i3 13 15 297.7 644.8 357.9 17. O 1.03 5.52 0.06
*. 5 lANA e 15 16 253.8 453.0 285.9 13. O 1.50 3.06 0.05*. 6 lANA O 16 17 218.6 347.0 254.1 13. O 1.29 2.44 0.06 *
*7 lANA E 17 18 165.4 167.0 200.1 13. O 0.93 1 .23 0.08
** 3 lANA F 18 19 7~. 1 22.0 156.6 3.0 8.34 0.73 0.04*
*
***************~*k*****~**~*****************************************************************
* REPRESElnA.CI0;~ y CAr~i".,rERISTICAS DE LAS CUENCAS * # DE TRAMOS 9 *
* * # DE PUNTOS 46*
* DE LOS RluS ~OTUPE y LA LECHE, CODIGOS 107 y 108 * # DE ESTACIONES HIDROMETRICAS 2 *************...****~***~**~****************************************************************** TRAMO · PUNT0S * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD ************** **..*.***..****** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CUDIGO* NUM0RE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (S) (1/KM) *****************~***************************************************************************
*********
23456789
CrlO::rlOPE
CHOLuQUECHOLOQUEDE SALASMORANSANJJI~LA LECHELA LECHEMOTUPE
SUPINF
157
121721252935
4711162024293446
232.576.2
324.8423.6323.2379.8445.2429.4893.6
1387.1915.9333.8778.9
2670.4319.11847.7402.9522.2
552.5429.8250.7387.7864.6245.7666.9273.1304.9
33.019.O37.043.029.034.038.049.0105.O
0.210.210.240.230.380.330.310.180.08
7.487.641.806.8215.492.2110.132.333.37
0.140.250.110.100.090.090.090.110.12
***********
"
SUPINF
********************************************************************************************* CARACTERISTICAS DE LA CUENCA 3523.3 928.8 415.6 387.0 0.02 5.50 0.11 *******************************************************************************************************************************~*~********4***********~************4*****4*4**.~~~~******
********************************************************************************************
********************************************************************************************
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * 11DE TRAMOS 8 *..
* # DE PUNTOS 19 *· DEL RIO lANA , CODIGu 110 * # DE ESTACIONES HIDROMETRICAS: 5 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *...******************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CuDIGu* NOi'~3RE
* DE A *(KM*KM) 114ETROS) (:v1M/ANO) (KM) (-) (%) (I/KN)*********************************************************************************************
*
********************************************************************************************** CARACTERISTICAS DE LA CUENCA 2Q80.3 1068.6 513.6 169.0 0.07 6.93 0.08
*****************************************************************************************************************************************************************************************
26
l.
5
6
3 2 1
7
8
9
{
_-!Q -- 10
R ie 90..J-,-O_ _ 11
12
----
~~EVALUACION
DEL DIAGR AMA FLUVIAL:POTENCIAL
HIDROELECTRICO CHAMAN 111 Fig. 13NACIONAL FLOW DIAGRAM
2
37
38
39
40
41
42 1.5 Riego
3 4
43 PTE. CHI LETE ( 8.0) 201204 LI.]
44 1.5
7 8
1.S 45
12 11 10 9
LAS PALAS 201203( 14.7 ) [3J 46
24 25 26 27 28 29 30 3216 20 23 31
47 LLALLAN ( 26.3) 201202 [2J
15 19 22
4e.
14 1~ 2135 36
3413 17 49 _ .J).:5_~
33
50 lQ.._:. (YONAN) 201205 [5J
_1.:..5__~
52 _1=.? _~ VENTANILLAS (29.0)201201 [IJ
2
5 6
53
54
(TOLON) CANAL201206 [1] 2.1 TOLON
Riego55
56
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCIAL
HIDROELECTRICO JEQUETEPEQUE 112NACIONAL FLOW DIAGRAM :
Fig. 14
28
34
35
36
37
38
1 2
39
3 40
4 41
9 10 11 12 13
l8
14
425 6 7
( C ASCA8AMBA )19 20 21
201301 [1] 18 17
43 0.5~15 16
25 26 27 28 Ríe90
~444 0.5
22 23
31 30 29
SALINAR ( 27.5) I.45201399 [2,3]
+- - .§.Q- 46
Riego33 32
.._ 2,.Q. __ 47
48
49
.-...,-----
EV ALUACION DEL DIAGRAMA FL U VIAL:POTENCIAL
Fig. 15HIDROELECTRICO CHICAMA 11 3NACIO NAL F L OW D lAG R A M :
29
********************************************************************************************. REPRESENTACION y CARACTERISTICAS DE LA CUENCA
*# DE TRAMOS 13 .
*. # DE PUNTOS 56 *
. DEL RIO JEQUETEPEQUE CODIGO 112*
# DE ESTACIONES HIDROMETRICAS 4·.
****************~***************************************************************************
*TRAMu
*PUNTOS . ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD .
********************************** AREA PROf4ED IA PROMED IA RIOS FORMA PRm~. OREN.*.CODIGO* NOMBRE * DE A
*(KM.Kj'1) (METROS) (~If~/ ANO) (KM) (-) (%) (l/KM) .
******************************************.*************************************************
*.
*1 CHELLITANO 1 4 la2.3 2570.3 a73.7 24.0 0.32 9.73 0.13
**
2 LLAMINCHAN 5 8 183.8 2455.5 820.0 27.0 0.25 10.06 0.15 .
*3 CONTUI>1AZA 9 12 134.7 2610.6 891.1 30.0 0.21 10.73 0.16 .
. 4 CHACAPAI-IPA 13 16 114.0 3417.6 1232.8 26.0 0.17 4.42 0.23*
*5 LLAPA 17 20 201.8 3263.8 1170.3 32.0 0.20 5.37 0.16
**
6 PINCULLO 21 23 109.1 3080.4 1096.7 17.0 0.38 9.48 0.16 .
* 7 SANMIGUELSUP 24 31 678.1 2958.8 1037.6 59.0 0.19 7.79 0.09 .
*8 SANlvt IGUEL INF 31 32 25.3 1215.0 291.7 6.0 0.70 8.50 0.24 .
*9 PULLAC 33 36 239.9 2196.7 706.6 27.0 0.33 11.11 0.11 .
*10 JEQUETEPEQ A 37 43 807.7 2665.4 915.8 54.0 0.28 12.58 0.07 .
. 11 JEQUETEPEQ t3 43 47 199.8 1728.9 501.7 19.0 0.55 15.45 0.10 .
. 12 JEQUETEPEQ e 47 52 834.4 151-3.3 410.7 47.0 0.38 11.37 0.06*
*13 JEQUETEPEQ D 52 56 496.5 683.1 159.3 40.0 0.31 4.55 0.08 .
* *
. REPRESEIH AC ION Y CARACTER I ST ICAS DE LA CUENCA*
# DE TRAMOS 12*
* *# DE PUNTOS 49 *. DEL RIO CHICAMA . CODIGO 113
*# DE ESTACIONES HIDROMETRICAS 1
*********************************************************************************************. TRAMO . PUNTOS . ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD .********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. ..CODI GO. NOt4SRE
*DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) <%) (l/KM)
*********************************************************************************************
* *. 1 HUANRACHAL 1 2 119.4 2805.0 980.2 20.0 0.30 7.50 0.17*
*2 SAYAPULLO 3 4 51.9 2919.6 1032.6 21.0 0.12 8.98 0.40
**
3 COSPAN 5 3 240.4 2727.4 941.7 27.0 0.33 13.27 0.11*
*4 SAN JORGE 9 14 603.3 2265.4 739.3 50.0 0.24 9.72 0.08
*. 5 CASCAS 15 17 98.8 1917.9 592.7 23.0 0.19 7.50 0.23*
*6 OCHAPE 18 21 119.2 2567.8 an .8 28.0 0.15 9.56 0.23 .
* 7 SAN BENITO 22 24 158.7 1589.7 444.6 23.0 0.30 8.22 0.14*
*8 SANTANERO 25 28 397.4 1129.5 264.0 35.0 0.32 5.79 0.09
** 9 QUIRRIPANO 29 31 326.6 1658.8 479.9 34.0 0.28 7.95 0.10 .. 10 MALA ALMA 32 33 159.0 898.3 194.9 23.0 0.30 3.49 0.14 .
*11 CHICAMA SUP 34 45 1521.0 2124.1 684.3 114.0 0.12 8.57 0.07
**
12 CH I CAMA INF 45 49 658.7 411.8 115.9 53.0 0.23 1.79 0.08*
***************************.****~~**********************************************************. REPRESENTACluN y CARACTE~13TICAS DE LA CUENCA · # DE TRAMOS 2 ·. · # DE PUNTOS 12 ·. DEL RIO CHAMAN . CODIGU 111 · # DE ESTACIONES HIDROMETRICAS O ·********************************************************************************************. TRAMO · PUNTUS · ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD.
**.. AREA PRUMEDIA PROMEDIA RIOS FORMA PROM. DREN...CODIGJ. NOMBRE * DE A .(KM.KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM).******************************************************************************************** .... 1
2SANJOSELOCOOECHAi>1AN
14
312
97.41150.3
1745.5580.2
756.6337.6
20.079.0
0.240.18
12.025.63
0.210.07
.
*.
********************************************************************************************· e ARAe T c:R 1ST I CAS DEL A e UE I~CAl 247 . 7 67 1. 1 370 . 3 99 . O O. 13 6 . 92 O. Oa ****************************************************************************************************_********************************************************4~44************************
*
********************************************************************************************
*CARACTERISTICAS DE LA CUENCA 4257.4 2219.8 731.2 408.0 0.03 9.25 0.10
*********************************************************************************************
***********************************************************.********************************
********************************************************************************************
. *********************************************************************************************
* CARACTERISTICAS DE LA CUENCA 4454.4 1771.8 558.2 451.0 0.02 7.62 0.10*
********************************************************************************************
********************************************************************..**********************
30
26
27
28
29
1 2 3
30
4 5 6
31
7 8 9
32
1711 10
18 33
19 34 0.7
20 21 22 23 24 2516
35. I QUIRIHUAC ( 10.1)
201401 [1]12 13 2.0
15 ~6 ----.... Riego
'"37
...--..-....., ---
E V ALUACION DEL DIAGRAMA FLUVIAL:POTENCI AL
HIDROELECTRICO M O CH E , , 4 Fig. 1 6NACIONAL FLOW O lA GRAM :
31
21
22
26 4 3
23 7 '5
1211 10 9 8
13 24
14 0.2 2'5
15 .1°__ 2& HUACAPONGO 13.8) 201501 [1 ]
16 27 ~O_.
17 18 19 20
28 2...Q-+
29
EVALUACION DEL
POTENCIAL
HIDROELECTRICO
NACIONAL32
DIAGRAMA FLUVIAL
FLOW DIAGRAM:
VIRU 115 Fig. 17
12
13
14
1S
16
t05 17 1°.5....-.--
I6 5 4 3 2 1
18 >-9..:.5_..
7 8 9 10 11
19
20
- ----,-....~
E VALUACION DEL DIAGRAMA FLUviAL:POTENCIAL
HI DROELECTRICO CH A O 1 16 Fig. 18NA ":10 NAL FLOW DIAGR A M:
""-33
* REPRESENTACION y CARACTERISTICAS DE LA CUENCA*
# DE TRA~10S 10*
* *# DE PUNTOS 37 *
*DEL RIO MOCHE CODIGO 114
*fIDE ESTACIONES HIDROMETRICAS 1
*,
********************************************************************************************
*TRAMO
*PUNTOS
*ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD
*********************************** AREA PROMEDIA PROMEDIA RIOS FORt"'A PROM. OREN. **CODIGO* NOr>fi3RE * DE A *(KM*KM) (METROS) (MM/ANO) (K~1) (-) (;b) (l/KM)
*********************************************************************************************
* ** 1 MOTIL 1 3 102.1 3554.5 862.7 22.0 0.21 5.34 0.22
**
2 GRANDE 4 6 97.6 3482.7 836.9 23.0 0.18 4.98 0.24 **
3 OTUZCO 7 9 182.4 3268.8 761.4 24.0 0.32 6.22 0.13 **
4 CHANCHACAP 10 11 93.4 3221.0 745.2 18.0 0.29 6.86 0.19*
*5 LLANTEN 12 13 92.9 1595.2 273.1 17.0 0.32 6.19 0.18
**
6 NARI 14 16 71.4 1917.1 362.0 27.0 0.10 6.86 0.38*
*7 CUESTA 17 19 126.5 2145.5 423.7 25.0 0.20 9.20 0.20
** 8 SINSICAP 20 25 195.2 2626.0 593.4 38.0 0.14 11.27 0.19
** 9 MOCHE SUPER 26 35 813.2 2454.7 539.4 86.0 0.11 8.14 0.11
**
10 I"'OCHEINFER 35 37 386.3 347.0 84.7 24.0 0.67 3.07 0.06 *
* *********************************************************************************************
*CARACTERISTICAS DE LA CUENCA 2161.0 2220.8 495.7 304.0 0.02 7.33 0.14
*********************************************************************************************
*i~EPRESENTAC IUN Y CAKACTERISTICAS DE LA CUENCA
*fIDE TRN~OS 8 *
* *# LJEPUNTOS 29
**
DEL RIU VIRU CODIGO 115*
fIDE ESTACIONES HIDROMETRICAS 1*
,
**************.~****************************************************************************
*TRN-10
*PUNTOS
*AL TU,~A LLUVIA LONG FACTUt~ PENO. DENSIDAD
*********************************** AREA PROMEDIA PROMEDIA RIOS FOR:~A PRO~I. DREN.
**CODIGO* tWM8RE
*DE A *(KM*KM) (~lETROS) (~lM/ANO) (Kr~) (-) ( ~) (
l/K:"')*********************************************************************************************
* ** 1 TANTADA 1 2 63.5 3286.0 767.7 13.0 0.38 5.69 0.20
**
2 SHIRITE 3 5 76.1 3661.8 903.2 19.0 0.21 6.51 0.25*
*3 CAUTAHUAN 6 7 47.3 3294.1 770.3 14.0 0.24 7.80 0.30
**
4 LA VEGA 8 11 121.1 3193.9 737.1 16.0 0.47 14.62 0.13*
*5 CARA8AMBA 12 16 227.5 2503.0 537.5 41.0 0.14 9.11 0.18
**
6 LAS SAL INAS 17 20 492.4 1354.1 220.8 33.0 0.45 9.31 0.07*
*7 VIRUSUPERIOR 21 26 616.2 2575.2 555.4 55.0 0.20 10.08 0.09
**
8 VIRUINFERIOR 26 29 323.0 340.3 84.0 34.0 0.28 2.77 0.11*
* *
********************************************************************************************
*******************************************************************************~************
********************************************************************************************
********************************************************************************************
* CARACTERISTICAS DE LA CUENCA 1967.1 2014.6 428.8 225.0 0.04 8.38 0.11*
********************************************************************************************
********************************************************************************************
*******************.************************************************************************
* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRA~OS 3 *
* *# DE PUNTOS 20
** DEL RIO CHAO , CODIGO 116 * # DE ESTACIONES HILJRm~ETRICAS O
*********************************************************************************************
*TRAMO
*PUIHOS
*ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD
*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CUDIGO* NU~8RE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************
****
123
HUARADAY
CARRIZALCHAO
17
12
61120
375.0258.0810.2
2283.81162.81125.5
496.7216.7278.8
46.035.080.0
0.180.210.13
6.727.6ó4.57
0.120.140.10
***
** *********************************************************************************************
*CARACTERISTICAS DE LA CUENCA 1443.2 1433.1 324.3 161.0 0.06 5.85 0.11 "
********************************************************************************************
**************************************************~~4***************************************
EVALUACION DEL DIAGRAMA FLUVIAL
POTENCIAL
HIDROELECTRICOS A N T A 117 (1/2)
NACIONAL FLOW DIAGRAM :
Fig. 19
as
COLCASI5.~) _2..:.0~201705[7J 133
47 ~8 ~9 50 51
13~BALSA 182.7)
201706[6J
LOS CEDROS (3.20)13520170H~]
52 53 5~ 55
QUITARACSA 112 .2)136201703[3J
".,.. ,t. 60 61
0.251 1.251 3.25,*11* *J<- * 137
62 63
6~ 138
65 66 67 68 69 7075
13998
102 7176 86 99
105 140
77 87 100 Riego 1037~ 73 72
106 A t78 88 101
1.5:
2.1, CHUQUICARA (26.3)1~1
I 1O~, 201799 (2,18,19J
107 108 109 110 111 112 113 114 115 11685 97
1 ~2CONDORCERROI150.0)
201701[1]96
79 80 8184 143
91 90 89. . .10
83 95 ~-- 144
82 9410
145~--
10 14693 ~--
92 147
EVA LUA C ION DEL
POTENCIAL
HIDROELECTRrcO
NACIONAL
DIAGRAMA FLUVIAL:
SANTA 117 (2/2) Fig. 20
FLOW DIAGR AM36
t S
6
7
1 Z 3 4
8INFILTRACION
----- 0.7 9___ooE::----- - --
--.J ,.-..Jr.J ....J
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCIAL
HrDROELECTRICO LACRAMARCA 118 Fig. 21NACIONAL FLOW DI AGRAM: 37
********************************************************************************************* REPRESENTACION y CARACTERISTICASDE LA CUENCA * # DE TRAMOS 43 *
* *# DE PUNTOS : 147
**
DEL RIO SANTA , CODIGO 117 * # DE ESTACIONESHIDROMETRICAS 15 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************
** 1
* 2* 3
* 4
* 5* 6
* 7
* 8* 9
* 10
* 11* 12
* 13
* 14
* 15
* 16
* 17
* 18
* 19* ,20
* 21* 22* 23
* 24
* 25* 26* 27* 28
* 29* 30
* 31
* 32* 33
* 34* 35* 36
* 37* :S.J
*' 39* 40
*41
* 42* 43
*
COLLOTAPACHACOTO APACHACOTO BGUESHGUEYANAYACU AYANAYACU BNEGBOANEGRO aPARIACCOJUPQUELLCAYHU-AQUELLCAYHU BQUE-HONDA A
QUE-HONDA BBUINRANRAHIRCA A
RANRAHIRCA 8
LLULLAN ALLULLAN BSTA. CRUZ ASTA.CRUZ BLOS CEDROS ALOS CEDROS BQUITARACSA AQUITARACSA B
HUALLCALLANCMANTA AMANTA BGRANDECONCHUCOS
PISCOCHACA
ANGASMARCA
SACAYCACHA
HUARONSANTIAGO
BOCADECABANA
ANCOSTABLACHACA ATABLACHACA BSANTA-ASANTA-BSANTA-CSAlHA-D
1479
1213161820232629313436404143444750525456606265697175
798286899298
102105115117119134142
378
111315181922252930343539414244465051545560616469707478
8185889197
101104115116119134142147
121.7206.1
1.062.063.9
161.3177.3
2.4110.2
76.1188.6
5.5218.2
60.0174.0
85.563.348.088.6
229.51.3
114.81.0
385.66.5
221.5341.5231.4235.8368.6
162.7196.9180.9196.5532.3248.2219.3
1099.32.1
224.22394.3
945.42025.2
4603.74852.03717.04710.84791.54756.74645.83369.04513.04893.25074.33080.04863.54235.04458.35061.24506.05354024182.04584.62147.04916.41933.04164.11497.04044.73876.83181.03357.94085.6
3901.23384.93496.63793.23406.73576.93357.63148.6
706.04483.53997.82949.4
983.8
957.51069.1
686.11013.81029.51020.1
959.3637.2945.9
1078.51178.5
600.21064.2
803.7933.9
1159.4891.9
1300.0786.6961.3365.9
1094.3295.8851.2151.4745.0722.9613.2629.2769.9
713.8640.8648.6699.8641.9683.2637.8596.4
35.4893.9756.5552.0
79.9
23.027.5
0.522.0
9.014.024.0
1.023.021.024.0
3.029.0
6.028.010.013.0
5.019.031.5
0.519.5
0.540.0
3.020.033.013.026.030.0
22.033.024.023.046.033.025.094.0
1.023.0
154.572.570.0
0.230.274.000.130.790.820.312.400.210.170.330.610.261.670.220.860.371.920.250.235.200.304.000.240.720.550.311.370.350.41
0.340.180.310.370.250.230.350.122.100.420.100.180.41
5.969.1.3
13.008.62
13.349.349.004.90
12.5916.0116.62
2.3316.9125.7512.6519.5116.1247.6417.1416.4741.4024.9816.6012.83
3.2313.6215.2916.9321.1812.63
9.958.19
11.498.87
12.0812.6316.2315.7122.30
5.0110.6918.33
5.35
0.190.130.500.350.140.090.140.420.210.280.130.550.130.100.160.120.210.100.210.140.380.170.500.100.460.090.100.060.110.08
0.140.170.130.12J.090.130.110.090.480.100.060.080.03
*******************************
************
********************************************************************************************
**
* CARACTERISTICASDE LA CUENCA 12470.5 3403.4 649.6 1140.0 0.01 13.03 0.09 ********************************************************************************************~********************************************************************************************
********************************************************************************************* REPRESENTACION
y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 2 ** * # DE PUNTOS 9 ** DE RIO LACRAMARCA _, CODIGO 118 * # DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOI",BRE *
DE A *(KM'fKM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** ***
12
TANTARANLACRAMARCA
15
49
158.0527.3
2278.81344.1
277 .9125.7
25.046.0
0.250.25
9.959.53
0.160.09
**
* ********************************************************************************************** CARACTERISTICAS DE LA CUENCA, 685.3 1559.6 160.8 71.0 0.14 9.68 0.10 *****************************************************************************************************************************************************************************************
J8
28
29
30
3 2 1
31
6 5 1.
3211. 13
"7 8 9
... .QJ L.~ 33 15
21 20 19 18 17 1612
~...9dL_ 34 11 10
27I 26 25 24 23 22t
..0.33
SAN JACINTO (2.15) 35-0.5
201901 [1],... r
36 -Q..~-~
Ri~90
37 _<L6__..
38
/'-,........
/""""'- """-
EVAlU ACION DEL DIAGRAMA FLUVIAL:POTE NCIAl
HIDROELECTRICO N E PE N A 119 Fig. 22NACIONAL FlOW DIAGRAM:
J9
3
27
4
2 2~
5 29
18 19
3[.
0.5 35
2.0 21
6
16 17
7 8 9
3010 11
31
13 12
14 32
33 POCT Aa (4.3) 202002 [2J
36
37 ~ PTE. CARRETERA (4.9) 202099 [1,4J
38 _l.Q--.
24 2'526
PTE PANAM( 0.43)
202003 [3]
39
2223(
PTEo.UILLO)
202005 [5J
EVALUACION DEL DIAGRAMA flUVIAL;
PO TE N C 1 A L
HIDROELECTRICO e A s MA 1 '2 oNACIONAL FLOW DIAGRAM:
40
Fig. 2
~-" ''''-'~
7
8
9
10
3 2 1
11
-4 5 6
~_0¿3_ 12
~_01 L 13
~...9~L 14
15
,,..... ,.,.,
~-..
EV ALUACION DEL DIAGRA MA FLUVIAL:POTENCIA L
HI DROELECTRICO CULEBRAS 121 Fig. 24NACIONAL FLOW DIAGRAM:
41
********************************************************************************************
*REPRESENTACIJN
y CARACTERISTICAS DE LA CUENCA * 11DE TRAMOS 9*
* * 11DE PUNTOS 38 *
*DEL RIO NEPENA CODIGO 119
*11DE ESTACIONES HIDROMETRICAS 1
*,
********************************************************************************************
*TRAMO
*PUNTOS
*ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD
*********************************** A~EA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN.
**CODIGO* NOI>1BRE
*DE A *(KM*KM) (METROS) (Mt<1!ANO) (KM) (-) (%) (I/KI.1)
*********************************************************************************************
* ** 1 RIO GRANDE 1 3 142.9 3471 . 7 519.2 19.0 0.40 16.92 0.13
** 2 R IO COSt~A 4 6 59.4 2754.4 362.8 17.0 0.21 17.40 0.29
**
3 RIO LAMPAI~IN 7 9 113.9 2226.0 262.3 17.0 0.39 14.89 0.15*
*4 RIO CHUNYA 10 12 83.0 3010.1 418.7 18.0 0.26 12.47 0.22
**
5 UCHUPACANCHA 13 15 114.7 3125.5 444.1 19.0 0.32 12.62 0.17*
*6 RIO CHUMBE 16 21 203.6 2638.2 364.4 49.0 0.08 5.50 0.24
**
7 RIO LOCO 22 27 443.3 2210.8 284.1 49.0 0.18 11.25 0.11*
*8 NEPENA SUP 28 35 384.6 1681.3 195.3 48.0 0.17 14.01 0.12
**
9 NEPENA INF 35 38 339.9 440.9 42.0 30.0 0.38 3.49 0.09*
* *
*REPRESENTACION y CARACTERISTICAS DE LA CUENCA
*11DE TRAMOS 12
*..*
11DE PUIHOS 39 ..
* DEL RIO CASMA CODIGO 120*
11DE ESTACIONES HIDROMETRICAS 3*
,
********************************************************************************************
*TRAMO
*PUNTOS
*ALTURA LLUVIA LOI~G FACTOR PEND. DENSIDAD
*********************************** AREA PROMEDIA PROMEDIA RIOS FOR,'1A PROIv1. DREN.
**CODIGO* NOf<1BR E
*DE A
*(KI'l*K;.l) (¡V¡ETROS)(MM/ANO) (K~~) (-) (%) (1/K~n
********************************************************************.************************
* ** 1 PALLCA 1 2 76.6 4082.4 663.1 12.0 0.53 7.32 0.16
**
2 CHACHAN 3 5 105.7 3409.6 500.3 18.0 0.33 8.35 0.17 ..
*3 PIRA 6 9 167.0 3735.7 581.8 20.0 0.42 15:33 0.12
**
4 AKRUN 10 11 81.9 2868.2 384.8 19.0 0.23 9.68 0.23 *
*5 VICTORIA 12 13 92.1 2898.4 391.1 17.0 0.32 10.96 0.18
**
6 PUTACA 14 15 59.3 3511.2 522.6 15.0 0.26 9.87 0.25*
*7 YAUTAN 16 19 300.1 2811.5 379.9 40.0 0.19 10.57 0.13 ..
*8 SECHIN A 20 25 927.7 2330.1 309.6 53.0 0.33 12.60 0.06 ..
*9 SEBHIN g 25 26 167.0 282.0 34.1 10.0 1.67 2.42 0.06
**
10 CASMA A 27 33 480.3 2532.5 342.7 57.3 0.15 9.95 0.12 ..
*11 CA Siv1A 3 33 37 512.7 1534.1 179.8 30.5 0.55 9.81 0.06
**
12 CASiv1A C 37 39 93.4 139.8 27.0 13.5 0.51 1.76 0.14 ..
* *******************.*********************************************************~***************
*CARACTERISTICAS DE LA CUENCA 3063.8 2309.4 315.3 305.3 0.03 10.07 0.10
*****************************************************~******************************.********
********************************************************************************************
*******************-************************************************************************
*CARACTERISTICAS DE LA CUENCA 1885.3 2034.3 265.6 266.0 0.03 11.03 0.14
*****~*********************************************************************************************************************~****~4~4**4~~*.~****Y~~~.~~~~~*~'f~..~**********************~~
********************************************************************************************
********************************************************************************************
* REPRESENTACIONy CARACTERISTICASDE LA CUENCA * # DE TRAMOS 3 *
* * 11DE PUNTOS 15 ** DEL RIO CULEBRAS , COOIGO 121 * # DE ESTACIONESHIDROMETKICAS O *********************************************************************************************
* TRM~O * PUNTOS*
ALTURA LLUVIA LONG FACTOR PEt~D. OENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. *
*COD IGO* NOt~BRE *DE A *(KM*KM) (METROS) (Mt<1!ANO) (KI,l) (-) (%) (1/KM) *
*************************************************************************************..*****
*****
123
COTA PUQUIOACRAY
CUL EBRAS
147
36
15
93.5114.5463.0
2042.51392.51584.3
232.5129.7197.7
19.020.566.0
0.260.270.11
10.167.297.85
0.200.180.14
***
*********************************************************************************************
* CARACTERISTICASDE LA CUENCA 671.0 1615.4 191.0 105.5 0.06 8.16 0.16 *********************************************************************************************
********************************************************************************************
*
47
14
15
16
1 2 3
17
18
19
20
13 12 11 10 9( P TE H UAMBA) 202202 (2J 80.5 21~---
7
~1>:.2_ 22
~...92_ 23 G 5 4
0.3-1 124 PTE. CARRETERA ( 4.8) 202 201 [1]
25
-"'" ----,- ,...-
EV ALUACION DEL DIAGRAMA FLUVIAL:POTE NCIAL
HI DROELECTRICO HUARMEY 122 Fig. 25NACIONAL FLOW DIAGRAM:
43
28
1 2 3
29. . . .4 5 6 7
30
31
. .12 11 10 9 8
_ 1.0..0_ _ 32
RINCONADA (2.6 ) 3388 0.6
202301 [1] .._.2.2.- 34
---'-16 15 14 13
35 0.5----0.5 36----
2223 \ 21 20 19 18 17
I
37 .0.5
,.....", .......,
r--,...,
I
EVALUACION DEL D IAGRA M A FLUVIAL:
POTENCIAL
HIDROELECTRICO FORT A LE ZA 1 2 3 Fig. 26NACIONAL FLOW DIAGRAM:
24
2S
26
27
44
50
51
52
53
54
55
4 3 2 1
56
12 11 10 9 87
57
6
5~
513 14 15
59
18 17 16
60
61
)J 29 r 28 27 2625 22 21 20 19
6224 23
4036 35 34 33 32 31
63
41
64
L.239 38 37
43 65 3.5
44 45 46 47 48 49
66 ALPAS ( 48.1 ) 2 02499 [1J 2J
....1: Q..._ 67
68
69
,- ---,.- "-
EV A LUACION DEL DIAGRAMA FLUVIAL:
POTE NCIA L
H IDROEL ECTRICO PATIVILCA 124 Fig. 27
NACIONAL FLOW DIAGRAM:4
* ** 1 LA MERCED 1 3 223.2 4225.4 699.5 16.0 0.87 14.87 0.07
** 2 COTAPARACO 4 8 356.0 3407.6 512.5 42.0 0.20 11.73 0.12
**
3 t4ALVAS 9 13 270.0 2834.4 395.0 35.0 0.22 17.14 0.13 **
4 HUARMEY SUP 14 24 1494.0 1947.0 258.4 94.0 0.17 9.62 0.06*
*5 HUARMEY 24 25 10.5 25.0 21.2 4.0 0.66 0.62 0.38
** *
* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 7*
* *# DE PUNTOS 37 *
* DEL RIO FORTALEZA , CODIGO 123 * # DE ESTACIONES HIDROMETRICAS 1*
*******..***********************************************************************************
* TRAr'IO *PUiHOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD
*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN.
**CODIGO* i~O~IBRE * DE A *(KM*KI4) (METROS) (r.t4/ANO) (K~1J (-) (%) (l/KM)
*****************************************.***************************************************
* **
1 MARCA 1 3 135.3 3660.4 562.6 23.0 0.26 14.59 0.17*
* 2 HUAYLLAPAMPA 4 7 163.5 3629.4 557.2 30.0 0.18 14.06 0.18*
*3 PURISIMA 8 12 239.8 2971.8 418.7 35.0 0.20 13.10 0.15
**
4 HUANCAP AI,IP A 13 16 75.4 1279.3 123.6 25.0 0.12 7.19 0.33*
*5 JULQUILLAS 17 23 452.3 1970.6 240.6 60.0 0.13 9.26 0.13
**
6 FORTALEZA A 24 33 1095.9 2575.1 346.2 75.0 0.19 13.79 0.07*
*7 FORTALEZA a 33 37 179.5 490.5 44.5 32.0 0.18 4.77 0.18
** *
***************************4****************************************************************
* REPRESENTACIONy CARACTERISTICASDE LA CUENCA * # DE TRAMOS 5 ** * # DE PUNTOS 25
** DEL RIO HUARMEY , CODIGO 122 * # DE ESTACIONESHIDROMETRICAS 1
*********************************************************************************************
*TRAMO
*PUNTOS
*ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *
**********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. *
*CODIGü* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)*
********************************************************************************************
********************************************************************************************
* CARACTERISTICAS DE LA CUENCA 2353.7 2477.2 353.3 191.0 0.06 11.71 0.08*
********************************************************************************************444~.~4*~~4~~Y~.~"V"'."UU~4.*****************************************************************
*********************************.**********************************************************
********************************************************************************************
*CARACTERISTICAS DE LA CUENCA 2341.7 2433.8 330.2 280.0 0.03 11.21 0.12 *
********************************************************************************************
********************************************************************************************* REPRESENTACION
y CARACTERISTICAS DE LA CUENCA*
# DE TRAMOS 14*
* * # DE PUNTOS 70 ** DEL RIO PATIVILCA , CODIGO 124 * # DE ESTACIONES HIDROMETRICAS. 1**************************************************************************************;******
* TRAMO *PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (_) (%). (~~~:; *******************************************************************************************..****************
123456789
1011121314
QUERCACHINLLM1ACYANAYACOHUA~~PAY
PUMARINRICUCHICHACARAPAYGORGORGUERRORAGRALLATOOCROSPATIVILCASUPPATIVILCAINF
158
1316192326313740445066
47
121518222530363943496670
249.2135. o143.9103.5
78.4182.4167. o368.3559.0
33.4153.0318.0
1412.7944.6
4115.34531.84124.83416.64155.34444.83851.03892.43702.32526.53280.33595.23239.0
818.9
685.6804.5690.0510.3702.8779.3615.3646.9586.1335.7488.2585.4486.1
83.2
25.022.029.019. o16. o30.023.038.045.023.027 .050.0
132. o35.0
0.400.280.170.300.310.200.320.260.280.160.220.130.080.77
11.46, 5.919.58
12.0616.29
7.1810.8017. 4811.87
9.919.05
10.4613.08
8.75
0.100.160.200.180.200.16O. J 40.100.080.280.170.160.090.04
*
*****~~..
******
****** *************************************************************************************** CA ACTERISTICAS DE LA CUENCA 4903.4 3077.6 480.1 514.0 0.02 11.86 o 10
****** ********************************************4**********************************;***************************-**-*******************************************************************
46
1.
5
~7
8
3 2 1
__ .Q.~5_ 9
.,¡¡ O. 6 10
_ .1..0__ 11
I 1'2 P A NDO (1. 4 ) 202599 [1, 2J
13
14
,.... ,...,...",- .-.-
EVALUACION DEL DIAGRAMA FLUVIAL:POTENCIAL
HI DROELECTRICO S U PE 125 Fig.28NACIONAL FLOW DIAGRAM:
47
33
SURASAC A (0.83) 34202601 [1]
35 +-9..:.~_ DE CUENCA DEL RIO PAMPA S
36 2. PATON (1.(,)
202605 esJ
(OYON) 37 3202603 [3J
7 6 5 4
38 8
399 COCHAQUILLO (0,66)
202606 [6J
40 10
16 15 14 13 12 11
41( CHECRAS PICOY)
202607 [7J
42
43 1.8
17 18 19 20
A LCO (30.1) 44
202699 [8, 13J
(SAYA N I l.5
202611 [11]46 202610 [10J
32 31 30 28 27 26 25
( CAS A BLANCA)sAYAN CHICO ( 2.2) 24
47202612 [12J
202609 (9J 231.0
48
22
1.0 49
21
1.0 50
51
,.... ""---- ......
EVALUACION DEL DIAGRAMA FLUV IAL:
POT ENCIALHIDROELECTRICO H U A U R A 1 26
48 NACIONAL FLOW DIAGRAM:
Fig. 29
19
20
21
22
" 3 2 1
5 23
G 24
7 8 9 10
25
14 13 12 11
26 O.L
15 16 17 18
27 l. SANTODOMIN GO ( 17.7)202701 [I,2J
28
29
..r- "-J- "-
EV ALUACION DEL DIAGRAMA FLUVIAL:POTENCIAL
H ID R OE LECTRICO CHANCAY y HUARAL 127 Fig. 30NACIONAL FLOW DIAGRAM:
49
**************************************************************************.*****************
*REPRESENTACION y CARACTERISTICAS DE LA CUENCA
*# DE TRAt-10S 14
** *
# DE PUNTOS 51*
*DEL RIO HUAURA CODIGO 126
* # DE ESTACIONES HIDROMETRICAS 6 *,
*********************.*.********************************************************************
*T..AMO
*PUNTOS * ALTlfRA LLUVIA LONG FACTOR PEND. DENSIDAD
*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN.
**C0DIGO* NOMBRE*
DE A *(KM*KM) (METROS) (Mt-1/ANO) (Kr~) (- ) (%) (l/KM)*
******************.**.***.******..***********************************.**********************
* **
1 PATON SUPER. 1 2 40.6 4700.7 1100.3 4.0 2.54 26.55 0.10*
*2 PATON INFER. 2 3 36.6 4618.0 1059.0 5.0 1.46 19.36 0.14
**
3 PANPAHUAY 4 7 119.1 4469.3 999.1 19.O 0.33 12.30 0.16*
*4 COCHAQUILLOS 8 9 30.8 4780.4 1140.2 7.0 0.63 12.29 0.23
**
5 COCHAQUILLOI 9 10 60.1 4482.0 992.8 7.0 1.23 14.53 0.12*
*6 CHECRAS SUPo 11 16 688.6 4283.6 919.0 50.0 0.28 12.77 0.07 *
* 7 YARUCAYA 17 20 242.3 3916.4 783.9 32.0 0.24 16.49 0.13*
* 8 IHUARI 21 24 151.8 3506.6 644.5 27.O 0.21 12.10 0.18*
* 9 HUANANQUE SU 25 31 699.8 2771 .5 479.2 50.0 0.28 14.88 0.07*
*10 HUANANQUE IN 31 32 37.5 1055.O 92 .1 1.O *37. 39.00 0.03
**
11 HUAURA A 33 34 51.6 4883.4 1191.7 12.O 0.36 6.45 0.23*
*12 HUAURA B 34 44 1160.3 3866.0 778.9 81.O 0.18 16.96 0.07
**
13 HUAURA C 44 45 182.9 1925.0 218.0 14.O 0.93 8.86 0.08*
* 14 HUAURA D 45 51 981.2 933.8 92.3 51.O 0.38 6.11 0.05*
* *
* **
1 BANOS 1 3 274.4 4650.1 883.0 24.0 0.48 13.01 0.09*
*2 QUIMAN 4 6 136.1 4482.0 837.5 22.0 0.28 14.45 0.16 *
* 3 CARAC 7 10 158.7 3912.7 666.4 29.0 0.19 13.22 0.18 **
4 ANASMAYO 11 14 204.8 3407.1 527.1 26.0 0.30 14.07 0.13*
*5 HUATAYO 15 18 133.7 3305.9 505.3 31.0 0.14 12.80 0.23
**
6 CHANCA Y A 19 27 923.8 3589.2 594.8 72.0 0.18 16.41 0.08*
*7 CHANCAY B 27 29 1550.6 1321.9 128.9 39.0 1.02 4.94 0.03
*
********************************************************************************************
* REPRESENTACION y CARACTERISTICASDE LA CUENCA * # DE TRAMOS 3 *
* * # DE PUIHOS 14*
*DEL RIO SUPE , CODIGO 125
*# DE ESTACIONES HIDROMETRICAS 1
********************************************************************************************** TRAMO * PUNTOS
*AlTURA LLUVIA LONG FACTOR PEND. DENSIDAD
***********************************
AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *
DE A *(KM*K~I)(METROS) (MI.,,/ANO)(K~1) (-) (%) (l/KM) *********************************************************************************************
* ****
123
AYNACASUPESUPERIOR
SUPE INFERIOR
1412
31214
212.5750.3115.2
3187.32167.5259.7
462.6297.935.6
23.076.015.0
0.40Oe130.51
13.859.412.66
0.110.100.13
***
* **********************************************************************************************
CARACTERISTICASDE LA CUENCA 1078.02164.7 302.3 114.0 0.08 9.42 0.11 *********************************************************************************************
********************************************************************************************
********************************************************************************************* CARACTERISTICAS DE LA CUENCA 4483.2 3061 .4 591.6 360.0 0.03 13.30 0.08
******.**********************..********.*******************.*****************************************************************************************************************************
************..**.**************************************************************************** REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 7 ** * # DE PUNTOS 29
**
DEL RIO CHANCAY , CODIGO 127, * # DE ESTACIONES rilOROMETRICAS 1*
*************************************************************~******************************
*TRAMO
*PUNTOS
*ALTURA LLUV I A LONG F ACTü¡~ PENO. OENS I DAD
***********************************
AREA PROMEDIA PROMEDIA RIOS FuRMA PROM. DREN. **COD I GO* NOM3RE * DE A
*(KM*K~I) (',1ETROS) (Mr~/ ANO) (K~l) (-) (%) ( l/KM)
********************************************************************~*******~****************
**
********************************************************************************************
* CARACTERISTICAS DE LA CUENCA 3382.1 2664.7 410.1 243.0 0.06 12.96. 0.07*
********************************************************************************************
********************************************************************************************
11.
15
16
1117 PAR L AC A N e HA ( 2.5 )202801 [1]
18
1 2
1119 OBRADILLO ('--9
) 202802 [2]
20
3 4 S
21
22
6 7 8
[] 23 ( LLlPAT A ) 202803 [3]
+-Q.;~- 24
1213 I 11 10 9
I
0.7 1 2 S
~O.5
L( LARANCOC HA) 202 804 [1.]
PTE. MAGDALENA (9.5) I 26
202899 [5,6]
27
28
29
30
( DE 5EMBOCA~URA) ] 31202807[7]
32
-- -----""'--
EVALUACION DEL D I A GR A M A FL U V I AL:
POTENCIAL
HI DROELECTRICO e H ILLON 128 Fig. 31NACIONAL FLOW DIAGRAM:
51
16
CUENCA DEL RfO CENTRAL 39MANTARO HUINCO
11 127.l. ),22
3.8 1,022
19 21 23 25 27 282015
(MILLOC) (SHEQUE) AUTlSH A (.3.4) 1,1 CHOSICA (31.7)202902[2J 202901 [1] 202903[3] 202999 [9, 10,11,12,11,]
141,2
29
30
BLANCO(3.1I31 202904[4]
1,
6 5 1 3 2
1 YURACMAYO(2.6)2.01 202908 [8]iI
SAN MATEO (12.0)
202905 [5]
8 7
32
CENTRAL
MATUCANA--- -~
~-------..
(TAMBORAQUE)
31, 202907 [7]
359.5
CENTRALCALLAHUANCA 36 SURCO (15.5)
202917 [16]9.5
37
38
EVA LUACION DELPOT ENCIAL
H IDROELECT R f CO
NACIONAL
OlA GRAMA FLUVIAL
R I M A e 129 Fig. 32
52 FLOW DIAGRAM
9
10
11
3 2 t
SAN DAMIAN ( 4.2) I 112203001 [1]
13 _'-0_.....
8 7 6 S ":1.0( CRUZ DE LAYA) ..J..9 14
...
203004 (1,]
+_'-.0_ t S
ANTAPUCRO ( 4.0) I 116203003 [3]
- 0.5r17 (CHACRA ALTA) 203002 [2]
L
lB
MANC HAY ( 4. S ) I .19
20300 S (S]
20 (DESEMBOCADURA) 2 O 30 O 6 (El]
21
~--.../'"' r-
E V A LUACION DEL DIAGRAMA FLUVIAL:POTENCIAL
L U RI NHI DROELECTRICO 130 Fig. 33NACIONAL F LOW DIAGR AM :
53
* **
1 TAQUIA 1 3 122.9 4491.8 700.1 23.0 0.23 11.03 0.19*
*2 CANCHAHUARA 4 8 174.7 3840.2 594.7 37.0 0.13 8.61 0.21
**
3 LURIN 1 9 12 145.6 4281.3 668.1 26.0 0.22 11.03 0.18*
*4 LURIN 2 12 16 477.5 2859.8 379.0 33.0 0.44 16.88 0.07
**
5 LURIN 3 16 19 522.7 1278.8 89.3 35.0 0.43 7.49 0.07*
*6 LURIN 4 19 21 157.0 317.6 39.5 12.0 1.09 2.64 0.08
** *
*****4***************************.***********~*********************************************** REPRESENT~CION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 8 ** * # DE PUNTOS 32
**
DEL RIO CHILLON , CODIGO 128 * # DE ESTACIONES HIDROMETRICAS 3 ********************************************************************************************** TRAMO
*PUNTOS
*AlTURA LLUVIA LONG FACTOR PENO. DENSIDAD
***********************************
AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NO~18RE *
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)*
********************************************************************************************
* **********
12345678
YAMECOTO
Q8A HUAUCHO
Q!3A UCANAN
QUISQUICHACA
CHILLON ACHILLON BCHILLON CCHILLON D
136914171926
2581317192632
53.759.562.4402.6201.756.0371.61114.1
4486.54198.83085.63748.94536.73781.22759.21278.0
845.5757.2430.4619.8854.1630.0351.8126.1
12.015.019.041.025.010.038.051.0
0.370.260.170.240.320.560.260.43
11.5112.5811.7515.639.0318.1520.298.67
0.220.250.300.100.120.180.100.05
********************************************************************************************
* CARACTERISTICASDE LA CUENCA 2321.6 2484.7 364.2 211.0 0.05 13.32 0.09 *********************************************************************************************
********************************************************************************************
*********
********************************************************************************************* REPRESENTACION
y CARACTERISTICAS DE LA CUENCA*
# DE TRAMOS 13*
* * # DE PUNTOS 48*
* DEL RIO RIMAC , CODIGO 129 * # DE ESTACIONES HIDROMETRICAS 6 ********************************************************************************************** TRAMO
*PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *******************************************-***************************************************************
12345678910111213
RIO BLANCO 1RIO BLANCO 2RIO BLANCO 3RIO PARACCANCHACALLARIO SUNCHAORCOBAf-lBA
S EULALIA AS EULALIA aRIMAC AR I ~IAC BRIMAC CRIMAC D
1357
101316192529323641
3569121518252832364148
89.3122.734.4129.886.363.4152.4460.3280.2194.3166.5408.3945.9
4927.74776.04196.04291.23406.84697. 94507.64450.73102.54516.53850.12973.31306.9
944.1910.7753.8787.1513.3893.5844.8829.8442.6346.8652.0430.9127.0
12.O20.01.O
20.021.O20.019.O36.023.022.019.O32.053.0
0.620.31*34.0.320.200.16Q.420.360.530.40,0.460.400.34
6.309.34
62.607.8118.069.0612.2520.1921.0710.6122.2221.247.78
0.130.160.030.150.240.320.120.080.080.110.110.080.06
**************
* ************~********************************************************************************* CARACTERISTICAS DE LA CUENCA 3133.8 3156.9 519.9 298.0 0.04 14.21 0.10 ***********************************************************************************************************************************************************************************-*****
54
************************--*******.**********************************************************
* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 6 ** *# DE PUNTOS 21 ** DEL RIO LURIN , CODIGO 130 * # DE ESTACIONES HIDRa-lETRICAS 3 ***********-*********************************************************************************
* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PR~4. DREN. **COOIGO* NOM3RE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/K~1J *********************************************************************************************
********************************************************************************************
* CARACTERISTICAS DE LA CUENCA 1600.4 2455.7 325.6 166.0 0.06 10.30 0.10*
*************************************************..*****-***********************************
********************************************************************************************
S
6
7
8
9
1 2 3 4
10
11
12
13
........---
EVA LUACION DEL DIAGRAMA FLUVIAL:
POTE NCIALHIDROELECTRICO CHILCA 131 Fig. 34
NAC IONAL FLOW DIAGRAM~56
16
17
1<&
0.33 19
0.33 20
4
10.333 2 1
21
7 & 5
22
t1098
23
15 1'- 13 12 11
24
25
26
27
LA CAPILLA (16.3) II 28
203199 [1,2]
29
30
31
---- --.-./' r--
EVALUACION DEL DIAGRAMA FLUVIAL:POTENCIAL
H 1DRQELECTRICO MALA 132 Fig. 35NACIONAL FLOW DIAGRAM:
56
5
6
7
~43 2 1
9
10
11
12
'" r--r- "-
EVA LUACION DEL DIAGRAMA FLUVIAL:POTENCIAL
H I DROELECTRICO OMAS 1 3 3 Fig. 36
NACIONAL FLOW DIAGRAM :57
* **
1 ACACACHE 1 4 218.3 4307.7 671. O 30.0 0.24 8.71 0.14*
* 2 TANTARA 5 7 146.5 4133.7 651 .5 23.0 0.28 11.27 0.16*
*3 SANJOAQU JN 8 10 222.0 3736.0 583.9 20.0 0.55 14.15 0.09
**
4 AYAVIRI 11 15 348.4 3882.4 585.4 36.0 0.27 14.02 0.10*
*5 MALA SUPERIO 16 28 1182.7 3003.4 405.7 98.0 0.12 14.36 0.08
** 6 MALA INFERIO 28 31 404.0 699.0 53.3 29.0 0.48 6.79 0.07 ** *
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 2 *
* * # DE PUNTOS 13 *
*DEL RIO CHILCA , CODIGO 131 * # DE ESTACIONES HIDROMETRICAS O *
********************************************************************************************
*TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE *
DE A *(KM*KM) (METROS) (MJ>1/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************
****
12
CUCULICH I L CA
15
413
281.3516.6
1919.51409.5
188.5160.7
32.064.0
0.270.13
10.717.76
0.110.12 *
*
*********************************************************************************************
*CARACTERISTICAS DE LA CUENCA 797.9 1589.3 170.5 96.0 0.09 8.74 0.12 *
****************************************************************************************************************************************************************************************
*
***********************************************************vv******************************** REPRESENTACION y CARACTERISTICAS DE LA CUENCA
*# DE TRAMOS 6
** * # DE PUNTOS 31
** DEL RIO MALA , CODIGO 132 * U DE ESTACIONES HIDROMETRICAS 1 *******************.******.******************************************************************
*TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD
*********************************** AREA PROMEDIA PROMEDJA RIOS FOR¡~A PROM. OREN. **CODIGO* NOJ>1BRE *
DE A *(KM*KM) (METROS) (MM/ANO) (Kr>1) (-) (%) (1!KI>1) *********************************************************************************************
*******.***********.*****.******.************************************************************* CARACTERISTICAS DE LA CUENCA 2521.9 2998.7 427.0 236.0 0.05 12.34 0.09 **********************************************.******************************************************************************************************************************************
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 2
** * 11DE PUNTOS 12
** DEL RIO OMAS , CODIGO 133 * # DE ESTACIONES HIDROMETRICAS O ********************************************************************************************.
*TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE *
DE A *(KM*KM) (METROS) (MM/ANO) (K~1) (-) (%) (l/KM) ********************************************************************************************** ** 1 GUAYABO 1 4 221.6 3203.7 456.2 29.0 0.26 13.27 0.13 ** 2 OMAS 5 12 1519.8 1483.4 149.0 72.0 0.29 10.04 0.05 ** ********************************************************v*****v*****v************************
*CARACTERISTICAS DE LA CUENCA 1741.4 1702.3 188.1 101.0 0.17 10.97 0.06
****v*~**********************************************************************************************************************************************************************************
58
46
47
48
49
SO
51
52
1 2 3
53
7 6 5 4
54
10 9 8
55
56
-15 14 13 12 11
57
58
59
18 17 16
60
EVA LUAC ION DEL DIAGRAMA FLUVIAL:
POTENCIAL - (1/2) Fig. 37CANETE 134HIDROELECTRICO
NACIONAL FLOW DIAGRAM:59
I119 I
I! I+20 II¡
t21
22 23 24 2S
6'
62
63
29 28 27 26
64 32 3' 3(1
r39 38 39 36 .35 34 33
6S
. Q . . .4S 44 43 42 41 40
66 .----l:~
67 1.1
68
691.TOMA IMPERIAL (S4.8) 203399 [1,2J
70
\.r- ---
t EVALUACION DEL DIAGRAMA\ FLUV IAL:i POTENCIAL -
HIDROELECTRICOCANETE 1 3 4 ( 2/2 ) Fig. 38
NAC IONAL FLOW DIAGRAM60
1
2
3
4
5
6
7
'''- -"",,-
EV A WACION DEL DIAGRAMA FLUVIAL;POTENCIAL
H I DROElECTRICO TOPARA 135 Fig. 39
NACIONAL FlOW DI A GRAM :6
1.0 24
~25
26
1 2
27
3 4 5
28 6
1.0 29~--- 7
1.030 8~--.....
31 913T 12 11 10
1.0i,1.0
~--- 32
1.0 33+- --.....
1.0 34~---
0.5 35~---16 18
14 15 r 11 i 19I
.1.0 +1.036
23
20 21 22 ~I
11.0't C O NTA ( 19.6 )
37203501[1]
38
39
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCIAL
HIOROELECTRICO SAN JUAN 136 Fig. 40NACIONAL FLOW DIAGRAM:
62
. REPRESENTACION y CARACTER1ST I CAS DE LA CUENCA . # DE TRAr~OS 8 -
. . # DE PUNTOS 39 *. DEL RIO SAN JUAN CODIGO 136 - # DE ESTACIONES HIDROMETRICAS 1 ..******************-*************************************************************************. TRAMO " PUNTOS . ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD -********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. .-CODIGü. NO~~(3RE - DE A -(KM.KM) (METROS) (~1I~/ ANO) (KM) (- ) (% ) (l/KM) -********************************************************************************************. .
* 1 HUICHINGA 1 2 83.0 4521 .2 703.0 14. O 0.42 4.69 0.17 -
*2 COLLACAMBA 3 5 321 .3 4175.9 660.7 24.0 0.56 4.45 0.07 -. 3 ARr~A 6 9 340.1 4084.7 649.4 30.0 0.38 10.98 0.09 .
* 4 HUACHOS 10 13 180.7 3657.3 581.6 25.5 0.28 11 .73 0.14 .. 5 OYOQUE 14 19 401.2 3157.1 462.5 50.0 0.16 10.30 0.12 .- 6 ALMACEN 20 23 374.3 2641. O 343.6 30.0 0.42 11.09 0.08
*. 7 SNJUAN SUPER 24 37 2824.0 2555.7 331.7 113. O 0.22 11.52 0.04 .. 8 SNJUAN INFER 37 39 808.3 554.8 46.6 24.0 1.40 3.99 0.03 -. -
4*******************************************************************************************
*REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 13 *
* *# DE PUNTOS 70 *
* DEL RIO CANETE . CODIGO 134 * # DE ESTACIONES HIDROMETRICAS 1 *********************************************************************************************
· TRAMO · PUNTOS · ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD.
*****.*******.*.*****.**.*.****.** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN..*C0DIGU* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM).********************************************************************************************
****..*****.
***
123456789
10111213
,V1IRAFLORESAL I SLARAOSHUANTAI~PAiv1PASQUICCHAAUCAMPITUPEPAL UCHECACRAHUANGASCARCAt~ETE 2CANETE 1
148
11161922263033404669
37
1015182125293239456970
111 .2437.2185.2404.1133.4
98.6224.8232.7
96.7517. O516.9
2847.5174.2
4661.54527.24563.74518.94319.44286.24018.34045.34381 .74128.13879.93201.3
580.0
722.6703.8709.5703.7678.1674.4631.5617.5686.7633.3605.2447.647.4
15.O32.024.036.020.019.O34.033.020.063.045.0197.O25.0
0.490.430.320.310.330.270.190.210.240.130.260.070.28
13.679.289.69
10.8916.75
9.6611 .0713.1513.07
9.3312.6412.122.32
0.130.070.130.090.150.190.150.140.210.120.090.070.14
.
**-
***.
-.
-.
-
*.
********************************************************************************************. CARACTERISTICAS DE LA CUENCA 5981 .5 3644.6 541 .2 563.0 0.02 11 .22 0.09 *****************************************************************************************************************************************************************************************
********************************************************************************************· REPRESENTACION y CARACTERISTICAS DE LA CUENCA · # DE TRAMOS 1 -
* - # DE PUNTOS 7 ·· DEL RIO TOPARA . CODIGO 135 - # DE ESTACIONES HIDROMETRICAS O ·********************************************************************************************· TRAMO * PUNTOS ·********************************** AREA-CODIGO. NOMaRE - DE A .(KM-KM)
ALTURA LLUVIAPROMEDIA PROMEDIA(METROS) (MM/ANO)
LONGRIOS(KM)
FACTORFORMA
(-)
PEND.PROI~ .
(% )
DENSIDAD ·DREN. ·(1/KM) ·
********************************************************************************************
*-*
TOPARA 7 489.4 1992.9 216.3 60.0 0.14 11 .43 0.12
.--
********************************************************************************************· CARACTERISTICAS DE LA CUENCA 489.4 1992.9 216.3 60.0 0.14 11 .43 0.12 -****************************************************************************************************************************************************************************************
********************************************************************************************
********************************************************************************************· CARACTERISTICAS DE LA CUENCA 5332.9 2566.7 353.5 310.5 0.06 9.81 0.06 *****************************************************************************************************************************************************************************************
22
23
2/.
, ,
25
26
27
28
29
8 7
30
31
21 20
32
O.S33
LETRAYOC ( 25,6 ) Ji.
203601 [1J2.0
~-- 3S
2.036+- --
2.0 374---
2.0 38+---
2.0 39--
6 5 4
10 9
11
1419 18 17 16 15
13
12
DIAGRAMA FLUVIAL
64
EV ALUACION DEL
POTENCIAL
'HIDROElECTRICO
NAC lONA l FlOW DIAGRAM:
PI se o 137 Fig. 4 1
17
18
19
20
21
11
riego 0.522
12 13 14 15
23
24
25
26
27
28
29
30
31
32
........~
/'-' ----
2
3
4
S
10 9 6 1 6
CUENCA DEL RIO
PAMPAS
LAGUNA
ORCOCOCHA
LAGUNA
CHOCLO COCHA
LAGUNA PARIONACOCHA
TUNEL CERO
- ---------- ------------
EVA LUACION DEL
POTENCIAL¡...¡
lORO EL ECTRICO
NACIONAL
DIAGRAMA FLUVIAL:
I e A 138FLO W D lAG R AM :
(PARIONA) 203707 [4]
HUAMANI (12.55)203799 [1,2J
Fig. 42
65
0.4 . . . . . .8 7 6 '3 4 3 2 1
lA0.4: lA PENA \ 1.2, ) 203804 [4J
2221
PTE. CARRETERA (7.64)
203802 [2]
35
36
37
38
39ORONGO(0.35)
203801 [1]'1II 1.2I
~0.25
113
114
115
~16
117
118
119
120
122
123MOYAQUE(0.6)203903[3J t
9
124
23 20
-+ 0.3 -II
125
34 33 32 31 30 29
SUR CUNA (2.20) (MURO) 203812 [12Ji26
203805 [5]
EVAlUACION DEL DIAGRAMA FlUV [Al:
66.
POTENCIAL
HIDROElECTRICO
NAC ¡ ONAl FlOW
GRANDE
DIAGRAM :
139
18
12
17
11
161)
28 27
( 1/2)
26
1'3
.25
Fig.
24
43
127
111 110
128
129
130
131
,.." "'-,....
50C0510.01,)203806 [6]
58
57 56 SS 54 5359
60 0.2
107 106 105 101,52
TRANCAS 1 0.1,7)
203811[11]
EVALUAC ION DEL
POTENCIAL
HIDROELECTRICO
NACIONAL
..,.-- 89( 0.1)
90 75
74 73
88 87 86 85 83 8284
DIAGRAMA FLUVIAL
FLOW DIAGRAM
GRANDE 139 ( 2/2 )
102
101
100
99
98
97
Fig. 44
67
* ** 1 LUICrlU 1 3 229.9 4603.0 812.4 20.0 0.57 4.32 0.09
** 2 SANTUAR I'J 4 8 484.4 4096.7 703.0 42.0 0.27 10.49 0.09
**
3 SACSAQUERú 9 11 214.O 4116.2 729.7 23.O 0.40 5.83 0.11 **
4 SANQUINIYOP 12 14 129.2 3831 .1 660.6 20.0 0.32 10.65 0.15*
*5 HUA YT ARA 15 21 556.7 3555.6 549.4 65.0 0.13 9.26 0.12
**
6 PISCO SUPERI 22 34 1879.9 3028.2 425.2 128.O 0.11 9.53 0.07*
*7 PISCO I ¡.F ER I 34 39 560.0 484.4 35.4 51.O 0.22 2.58 0.09
** *
*TKAMU * PUNTOS
*ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *
********************************** AREA PRor~ED IA PRO¡,IED IA RIOS FORMA PROM. DREN. **CODIGO* N 0(.113 R E*
DE A *(KM*KM) (METROS) (Mt.l/ ANO) (KM) (- ) (% ) (l/KM) **************************************************-******************************************
* **
1 OLAYA 1 5 317.9 3799.6 647.2 37.0 0.23 6.95 0.12*
*2 SANTIAGO 6 11 476.5 3414.7 521.O 54.0 0.16 6.63 0.11
**
3 TAf>1i31LLOS 12 15 224.5 2830.1 347.6 32.0 0.22 10.26 0.14*
* 4 ICA SUPERIOR 16 23 754.1 3214.1 469.3 74.0 0.14 9.28 0.10 ** 5 ICA INFERIOR 23 32 5592.6 1259.1 82.2 142.O 0.28. 5.56 0.03
** *
********************************************************************************************
* REPRESENTACION y CARACTERISTICAS DE LA CUENCA *, DE TRAMOS 7 *
**, DE PUNTOS 39
** DEL RIO PISCO , CúDIGO 137 *, DE ESTACIONESHIDROMETRICAS 1 ********************************************************************************************** TRAMO * PUNTOS
*ALTURA LLUVIA LONG FACTOR PEND. DENSfDAD *
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CUDIGO* NUM8RE *
DE A *(KM*KM) (METROS) (MM/ANU) (KM) (-) (%) (l/KM) ***********~**********************************************************************************
********************************************************************************************* CARACTERISTICAS DE LA CUENCA 4054.1 3049.2 467.7 349.0 0.03 8.10 0.09
***********************************************************************4****************************************************************************************************************** REPRESENTACION
y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 5*
**, DE PUNTOS 32 *
* DEL RIO ICA , CODIGO 138 * # DE ESTACIONES HIDROMETRICAS 1 *********************************************************************************************
********************************************************************************************* CARACTERISTICAS DE LA CUENCA 7365.6 1756.2 182.7 339.0 0.06 7.14 0.05
*********************************************************************************************
********************************************************************************************* REPRESENTACION
y CARACTERISTICAS DE LA CUENCA * , DE TRAMOS 23*
* *, DE PUNTOS 131** i:lELRIO GRANDE , CODIGO 139
* # DE ESTACIONES HIDROMETRICAS: 11*******~*************************************************************************************
* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *******0*************************** AREA PROMtDIA PROMEDIA RJOS FORMA PRUM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANU) (KM) (-) (%) (l/KM) *******,,**************************************************************************************
1* 2* 3* 4* 5
* 6* 7* 8* 9* 10* 11
*12
* 13* 14* 15* 16
*17
*18
* 19* 20
*21
* 22* 23
*
PALPA SUPERPALPA INFEROCANAVIZCA SUPERVIZCA INFERINGENIO MEDINGENIO INFSTA CRUZ SUPSTA CRUZ INFTR BLANCAS STR BLANCAS ISOCO S SUPERSOCOS INFERGUANILLO SUPGUANILLO INFCARRIZAL SUPCARRIZAL INFTRANCA SUPERTRANCA INFERNAZCA SUPERNAZCA INFERGRANDE SUPERGRANDE INFER
18101522243335424551535861667077829097104112122
891422233334424451525860666977819096104111122131
549.817.O
219.1635.615.9
1624.6104.7418.3169.6356.229.0108.061.8
223.0278.6304.6112.9487.5816.4466.8857.61861.9803.6
2725.0328.0
3089.12680.0322.0
2642.4400.0
2139.6404.4
2952.9821. O
2652.1722.0
3365.2705.8
2466.4388.5
2804.2717.1
3023. O984.6
2992 .1481 .4
397.936.4
430.4369.5
36.1355.040.0
249.640.2
399.561.O
348.456.1
503.958.1
315.439.4
392.455.9
430.176.8
430.044.1
66.09.0
32.068.08.0
87.010.O62.023.057.010.O44.018.O57.050.0
.67.O35.081.O50.065.056.0101.O73 .0
0.130.210.210.140.250.211.050.110.320.110.290.060.190.070.110.070.090.070.330.110.270.180.15
8.050.689.048.650.7711.321.906.271.688.791.915.791.575.151.485.810.425.513.798.174.749.833.16
0.120.530.150.110.500.050.100.150.140.160.340.410.290.260.180.220.310.170.060.140.070.050.09
*********************************************************************************************************************
* CARACTERISTICAS DE LA CUENCA 10522.5 2138.5 284.6 1129.0 0.00 6.27 0.11*************************************************~*******************************************
********************************************************************************************
68
24
2S
26
27
2 3
28
" 5 6
29 CCECHAPAMPA ( 3.0 ) 203902 [2J
PALCACHACRA ( 7.8 ) 11 109 8 7
203901 [1] 30
15 16 17 18 19 20 21 22 2314
31
1332
12
33
34
35
2.036~-
2.0 37~-
2.0 38.e- -
1.739
BELLA UNJON ( 14.9 ) 40203903 [3J
41
42
EV A LUACION DEL
POTENCIAL
H IDROELECTRICO
NAC IONAL
DIAGRAMA FLUVIAL;
A e A R I 140 Fig. 45
FLOW DIAGRAM :
22
23
24
25
26
27
28
29
30
31
32
33
2 3 4 5 6 7
34
El MOLINO (10.0) 35[1] 204001
36
8 9 10 11 12 13 14
37
1.2 38
21 20 19 18 17 16 lS
JAQUI (10.4) 39[2] 204 002
40
41
42
70
EVALUACION DEL
P OT ENCIAL
H IDROEL ECTRICO
NACIONAL
DIAGRAMA FLUVIAL:
y AUCA 141
FLOW DIAGRAM
Fig. l.6
'2
13
1" 1
lS 2
16 3
7 6 S "17
8 9 10 11
18
19
20
,.... r---- ,.....
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCIA LH IDROEL ECTR ICO CHALA 1 4 2 Fig. 47
NACIONAL FLOW OIA"GRAM:71
* REPRESENTACION y CARACTERISTICAS DE LA CUENCA*
11DE TRAMOS 6 *
* *# DE PUIHOS 42 *
*DEL RIO YAUCA CODIGO 141
*iIDE ESTACIONES rllDROMETRICAS 2
*,
********************************************************************************************
*TRAMO
*PUNTOS
*ALTURA LLUVIA LONG FACNR PEND. DENSIDAD
*********************************** AREA PROMEOIA PRO~EDIA I~IOS FORMA PROM. OREN. **CUDIGO* NO~,1BRE
*DE A *(KM*KM) U-1ETROS) (1.1t4/ ANO) (K~1) (-) (%) ( l/KM) *
*********************~********************************************.*************************
* **
1 PARAR¡AAYO 1 7 600.9 3296.7 483.6 55.0 0.20 7.89 0.09*
* 2 LANGUIRE 8 14 520.2 2841.7 378.4 62.0 0.14 7.62 0.12*
*3 ACAVILLE 15 21 679.3 2606.0 326.9 63.6 0.17 8.80 0.09 *
*4 YAUCA A 22 35 1982.2 3247.2 480.7 125.0 0.13 10.67 0.06
**
5 YAUCA B 35 39 292.9 1625.9 146.3 27.0 0.40 17.73 0.09*
*6 YAUCA C 39 42 513.6 995.7 77.2 25.0 0.82 10.56 0.05 *
* *
********************************************************************************************
*KEPRESENTACION y CARACTERISTICAS DE LA CUENCA
*# DE. TRA~10S 9 *
* * 11 DE PUNTOS 42*
* DEL Rlú ACARI , CODIGO 140 * 11 DE ESTACIONES HIDROMETRICAS 3 ********************************************************************************************** TRAMO * PUNTOS *
ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CUOIGú* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)
*********************************************************************************************
******
123456789
YAURlrlUIRIJOCrlANGAYSNPEDRO SUPoSNPEDRO I;\JF.CrlONTAY
IRURO AIRURO BACARI AACARI B
*****
14791215202440
369111420234042
4170.33870.54262.13517.73952.74097.53643.72502.6360.7
671. 1623.3686.7541 .6639.6662.1575.8320.338.0
20.023.020.018.O17.O43.O27.O146.O25.0
0.280.510.410.230.850.260.460.100.26
5.117.923.726.985.555.1610.9112.231.90
*0.180.090.120.240.070.090.080.070.15
**********
110.6268.9166.074.4
247.0487.1333.9
2229.9164.O
*********************************************************************************************
CARACTEKISTICAS DE LA CUENCA 4081.8 3013.3 438.4 339.0 0.04
,
" ""--"...,,, .." "'.,..
'"",...""..,
8.64 0.08*
********************************************************************************************
********************************************************************************************
********************************************************************************************
*CARACTERISTICAS DE LA CUENCA 4589.1 2757.3 380.2 357.0 0.04 9.91 0.08
*********************************************************************************************
********************************************************************************************* REPRESENTACION
y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 4 ** * # DE PUNTOS 20 ** DEL RIO CHALA , CODIGO 142
*11DE ESTACIONES HIDRO~'ETRICAS: O *
********************************************************************************************* TRAeIO
*PUNTOS
*ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD
*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOi.It3RE
*DE A *(K~4*KM)(METROS) (MW ANO) (Kr4) (-) (%) (l/KM)
*************************************************************************************************
*
1234
HUICHOHUANUHUANU
SAN ANDRES
CHALA
*
148
12
37
1120
88.7181.2268.0746.1
3316.23061.62383.71572.3
447.1385.4253.8164.8
22.030.034.075.0
0.180.200.230.13
11.1413.42
8.846.56
0.250.170.130.10
*
****************************************************************~********************************
* CARACTERISTICASDE LA CUENCA 1284.0 2072.3 234.0 161.0 0.05 8.95 0.13 *~********************************************************************************************
*************************4******************************************************************
72
8
9
10
1 1
J Z 1
12
1. 5 & 7
13
11.
1S
1&
17
18
.......-~- -
EVALUACION DEL DIAGRAMA FLUVIAL:POTENCIAL
CHAPARRA 143 Fig. 48H IDROELECTRI CO
NACIONAL FLOW DIAGRAM :- 73
9
10 .11
12
13
1 2 3 4
14
15
16
"17
I5 6 7
~1~
.--...,.. r--
EVALUACION DEL DI A GR A M A FLUVIAL:POTENC lA L
HIDROELECTR ICO AT leo 144 Fig. 1.9NACIONAL FI. ow DIAGRAM:
------74
--- .-,-
,
9
lO
11
12
13
14
4 3 2 1
15
16
8 7 6 5
17
18
19
20
21
22
23
24
,...,-...... --
EV ALUACION DEL DIAGRAMA FLUVIAL:
POTENCIAL
HIDROELECTRICO CARAVELI 145 Fig. 50NACIONAL FLOW DIAGRAM:
75
"" 1
" 2
" 3
"
"408.9 20.0 0.21 5.16 0.24 "540.0 30.0 0.31 8.06 0.11 "268.7 91.0 0.12 11.26 0.09 "
"
" "" 1 HUINLLO 1 4 309.5 2915.3 343.7 .32.0 0.30 7.22 0.10 "" 2 BANDURRIAS 5 8 104.0 1585.9 118.8 29.0 0.12 4.48 0.28 "" 3 ATICO 9 18 1011.5 2098.9 200.9 90.0 0.12 7.96 0.09 "" "
" "" 1 GRND OCORURO 1 4 130.9 3278.9 424.3 28.0 0.17 4.01 0.21 "" 2 CHUICANE 5 8 204.7 2937.5 351.3 28.0 0.26 7.96 0.14 "" 3 CARAVEL I 9 24 1673.2 2404.6 267.7 140.0 0.09 6.77 0.08 "" "
*****************************************************************************************.*,
" REPRESENTACIONy CARACTERISTICASDE LA CUENCA " # DETRAMOS "" "11 DE PUNTOS 13 ""
DEL RIO CHAPARRA ,CODIGO 143 "# DE ESTACIONES HIDROMETRICAS O "********************~**********************************************************************4
" TRAMO " PUNTOS " ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD"
""""""""""""""""""""""""""""""""""AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN."
"CODIGO" NOM3RE "DE A "(KM"KM) (METROS) (~/ANO) (KM) (-) (%) (l/KM)"********************************************************************************************
VIUCOPUl CUTOCHAPARRA
148
37
18
82.5281.5
1022.9
3211.43733.02478.0
********************************************************************************************
" CARACTERISTICAS DE LA CUENCA 1386.9 2776.3 332.1 141.0 0.07 9.71 0.10 "********************************************************************************************
****************************************************.***************************************
" RE~RESENTACION y CARACTERISTICAS DE LA CUENCA " 11 DE TRAMOS 3 "" "# DE PUNTOS 18 "" DEL RIO ATICO ,CODIGO 144 "# DE ESTACIONESHIDROMETRICAS O "********************************************************.******.****************************
" TRAMO " PUNTOS " ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD"
""""""""""""""""""""""""",,"""""""" AREA PRrn~EDIA PROMEDIA RIOS FORMA PROM. DREN.""COD I Gü" NOf>l3RE "DE A "( KM"KM) 0-1ETROS) (~1t~/ ANO) (KM) (-) (~) ( l/KM) "********************************************************************************************
********************************************************************************************
" CARACTERISTICAS DE LA CUENCA 1425.0 2238.7 225.9 151.0 0.06 7.13 0.11 "********************************************************************************************
4.***~*****4~**********.*******************N***************._*************.*****************
~
********************************************************************************************
* REPKESENTACIONy CARACTERISTICAS DE LA CUENCA " 11 DE TRAMOS 3 "" "11 DE PUNTOS 24 "" DEL RIO CARAVELI ,CODIGO 145 "11 DE ESTACIONES HIDROMETRICAS O "******************************************.*************************************************
* TRAMO " PUNTOS " ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD"********************************** AREA PROMEDIA PROMEDIA RtOS FORMA PROM. OREN. *"CODIGO" NOlo18RE "DE A "(K~I"KM) (METROS) (MWANO) (KM) (-) (%) (l/KM)"********************************************************************************************
**************************************.*******************.*********************************
" CARACTERISTICAS DE LA CUENCA 2008.8 2515.9 286.5 196.0 0.05 6.55 0.10 "********************************************************************************************
***************************************************************.****************************
76
162
163
164
1615
12 166
11 10 9167
133 2 1
14 17 168
¡S 18 169
16 19 170
29 30 31 32 338 23
171
7 12
172
6 21
173
S 20
174
4 471715
40 41 42 43 41, 45 46'48
37176 49
3658 57 56 SS 54 53 5
5135 177
50
34 178
179
27
2
24
25
26
28
38
39
EVA LUACION DEL D IAGRA MA F L UV lA L :
P OT ENCIALHIDROELECTRICO
NACIONAL FLOW DIA3RAM
acaÑA 146 ( 1/2) Fig. 51
180
181
124 123
182
145 1104
183
184
185 1101
186
187
161 160
5.0~- 188
189
190
5.0~- 191
PTE CARRETERA(70D)20450' [4] 192
193 --.-;..
1945.0
195 Iso
- ...---...-t.
78
79
l80
91
r66 107
92 6982 60
\08
9367 58
70 61B3
. 94 \0971 72 73
9888 87 62
84 119S
r"':F.J63
11190 89 75
100 966~
102 85
74 112103 101 97 85
122 121106
120 119 118 117 116 115 1110 113
105 104
14113 132 131
142
SALA MANCA ( 10.2 ) 204501 111
1100 139 r 137 136 135 nI,130 127
126 125129
128
-. . . . .159 158 157 156 155 154 153
152
151
150
149 14'0 147 146
DIAGRAMA FLUVIAL:
78
EVALUAC ION DEL
POTENCIAL
HI DROELECTRICO
NACIONAL
OCOÑA ( 2/2)146 Fig. 52
FLOW DIAGRAM:
EVALUACION DEL
P01ENCIAL
HIDROE LECTR ICO
NACIONAL
DIAGRAMA FLUVIAL';
MAJES ( 1/3 )1 47FLOW DIAGRAM
Fig. 53
79
29
109
28
110
27
111
112
113
114
115
PTE.COlGANTE ( 23.2) X>6
201060¿ [l.]
107 CAllAlLI<
2.3) 204617 [\7J
310
108
.OX)
33 32.31
35
36
MARIA PE.REZ (1.0) 37
2010601 [1]
39 40 41
S9
60
61
62 63
80
EV A LUAC ION DEL
POTENCIAL
HIDROELECTRrCO
NACIONAL
38 1.5
42 43 1010 45 46
LA CALERA(9.6)
204602 [2]
1.7
117 NEGROPAMPA ( 57.7)
2010607 [7]
118
55
119
56
120
5753 52 51 50 49
58201.69B [9,16]
MAMACOCHA (100) 121
65 67 6866 69 70 71
122 (COLCATJNGO) 155.7)
204610 [lO]
123
1,2<
DIAGRAMA FLUVIAL:
MAJES 147 Fig. 54
FLOW DIAGRAM :
3.5131
1323.5
1333.5
134
135
136
137 PTE. CARRETERA (5L..O )
20L.615 [15J
13~
--.. ........."""'-,-- ........
R 1 EGO
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCIAL
HIDROEL,,':TRICO M A J E SNAC; e L FLOW DIAGRAM
147 (3/3) Fig. 55
81
********************************************************************************************* REPRESENTACION
y CARACTERISTICAS DE LA CUENCA " # DE TRAMOS 34 ** * # DE PUNTOS : 195 ** DEL RIO OCONA , CODfGO 146 * # DE ESTACIONES HIDROMETRICAS 2 *
***********************************~********************************************************* TRAMO
*PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD"
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (1) (l/KM) *********************************************************************************************
*******************************
123456789101112131415161718192021222324252627282930
PARARANIHUACSAPALLCAPAUCACORRALPISQUICOCrlALOLLOTAPACCrllCHACACALPAMAYOBREAMAYOPARARCAHUANCARAr~AHUANIPACOOYOLOCONDORILLOECMACACHAYCOAGUAS CALlENJARHUAYOCHUARCAYArlUANCOCOYOCCUNOCANEOPAMPAMARCACRUZ PATACHUQUIBAMaAPUCAt~ANT ACOTAHUASICHORRILLOSCOLPArlUAICOCELAMAYOAR~'A SUPARMA INF
14912172024343847505259626569747887899198102104107125128131134141
3811161923333746495158616468737786839097101103106124127130133141145
102.1326.0155.5149.O161.5218.1627.6199.4
1386.8235.977.O
804.974.527.6
237.7342.2215.8531.811.558.5
526.9251 .788.960.5
1977.4123.O131.8141.2799.0337.5
4483.44169.14331.44163.64232.94013.94127.54061. 73740.34640.24520.64230.74935.45065.64919.54812.24609.84701 .O4768.74721 . O
4578.02848.23960.13572.84040.74834.04976.63906.44704.43276.9
1081.9907.9992.3903.7938.1823.2883.8846.4684.31176.11108.9954.51367.91447.51357.61287.91159.71225.11259.31228.51143.1392.5791.8628.0872.21302.71386.2769.01219.3536.8
16.O37.023.036.023.030.064.030.074.022.09.0
64.015.O14.O24.034.027.O56.013.O11.O54.025.013.O17.O
148.O15.O15.O19.O54.031 .O
0.400.240.290.110.310.240.150.220.250.490.950.200.330.140.410.300.300.170.070.480.180.400.530.210.090.550.590.390.270.35
4.992.113.313.607.065.855.593.225.911.838.687.194.025.896.955.045.837.674.986.468.043.0219.1214.9013.815.679.21
23.576.1617.89
0.160.110.150.240.140.140.100.150.050.090.120.080.200.510.100.100.130.111.130.190.100.100.150.280.070.120.11:).130.070.09
**********""*******************
*********************************************************************~**********************
*****************************************************************************************.*** REPRESENTACION
y CARACTERISTICAS DE LA CUENCA*
# DE TRAMOS 24 *
* * # DE PUNTOS : 138 ** DEL RIO MAJES , CODIGO 147 * # DE ESTACIONES HIDROMETRICAS 9
********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (1) (l/KM) ********************************************************************************************** *ANTASALLA 1 3 57.9 4841.0 855.4 14.0 0.30 4.38 0.24 *
BLANQUILLO 4 7 163.0 4538.1 770.4 21.0 0.37 1.72 0.13*OSCOLLO 8 10 354.6 4761.9 833.3 20.0 0.89 4.78 0.06 *
JAGUAY SUP 11 17 291.3 4584.3 782.9 49.0 0.12 2.24 0.17*CONDOROMA 18 21 208.0 4688.7 812.7 30.0 0.23 3.11 0.14 *
CHALHUANCA 22 26 450.1 4614.0 791.1 37.0 0.33 4.33 0.08*PUL PERA 27 30 201.5 4433.6 739.7 23.0 0.38 4.34 0.11 *
LLAPA 31 34 354.1 4447.4 743.3 27.0 0.49 6.77 0.08 *AJANA SUP 35 37 125.8 4683.2 811.3 16.0 0.49 2.41 0.13
*AJANA INF 37 38 22.0 4509.0 762.5 5.0 0.88 1.98 0.23 *HUARURO SUP 39 44 687.5 4828.7 852.1 33.0 0.63 4.99 0.05 *HUARURO INF 44 48 765.0 4722.3 821.3 40.0 0.48 9.90 0.05 *HUAMBO 49 53 275.1 4072.9 637.0 35.0 0.22 13.30 0.13 *ORCOPAMPA 54 58 472.9 4634.5 796.8 36.0 0.36 7.22 0.08 *ANDAGUA SUP 59 70 2190.~ ~387.0 725.2 107.0 0.19 6.42 0.05 *ANDAGUA INF 70 71 10.0 1611.0 119.4 5.0 0.40 5.02 0.50 *SIHUARPO 72 75 430.7 3012.7 563.7 SJ.O 0.48 16.53 0.07 *TAPAZA 76 80 463.5 3701.1 547.6 37.0 0.34 18.05 0.08 *BLANCO 81 87 424,° cl'Q.8 127.1 53.0 0.15 9.69 0.12
*MAJES A 88 106 1851. '68'5 112.0 0.09 3.66 0.08 *\.1AJES 1 106 117 1730.:1 ,.8 ,/8.0 n.o 0.18 10.67 0.06*., MAJES e 117 127 1653.5 3403.4 466.1 72.0 0.32 25.65 0.04 *
* 2J MAJES D 127 137 3936.2 1015.1 79.7 100.0 0.39 7.83 0.03 ** 24 MAJES E 137 138 21.5 219.0 30.5 8.0 0.34 2.74 0.37 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 17141.5 3509.4 552.5 1039.0 0.02 8.46 0.06
*****************************************************************************************************************************************************************************************
82
******
*****
*****
123456789
10101213141516~7
2 3 4 5
82
83
81.
85[3J 204703
EL FRAVLE ( 3.9)
RESERVORIO 15AGUADA BLANCA 14 13
(AGUADA BLANCA)
2000': [l]
CHARCANI( 13.4)
204799 [6,1 \ J
89
90
22 21 20
(TlABAVA ) 9120010[10J
92
93
TOMA LA JOYA 94( 17.B) 2Ql.7 O B [8 ]
"'-,,-....,. -----r-- r-
73
74
75
76( CANAL Z AMACOLA)
CANAL ZAMACOLA 204701[IJO 3.0. .
=-17
(CUENCA DEL RIO MAJES)78 IMATA( 4.2) 2:)1.702 [2J
79
80
81
Ei
7
RESERVORIO EL
S FRAYLE
11 10 9
PERDIDAS
LAGUNA
SALINAS
RIEGO Y PERDIDAS( 4.5 )
EVA LUACION DEL
POTENCIAL
HIDROELECTRICO
NACIONAL
DIAGRAMA FLUVIAL:
QUILCA,
O CHILI 148 (1/2) Fig. 56
FLOW DIAGRAM:83
23
24
2S
26
H204705 [5]
95 ....J2_~RIEGOL A e A lE R A ( &.6)
35 3& 37 38 39 40 l.} 42 32 43
34l.~ ...96 MOCORO (11.. 8)
31 201,707[7]
33 97
30
98
29
99 1.0
~28 RIEGO
¿¿ 100 1.0
I,S 101
1.6 102
1.7 103
6t. 65 66 67 71 72571.0
63 104
56
62 R (EGO 105
SI -- -.---61 o 55 - ---60 9 SI,
59 1.8 53
58 52
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCIALHIDROELECTRICO QUILCA O CHILI 148 (2/2)
NACIONAL FLOW DIAGRAM :84
Fíg. 57
J511
1612
1713
1811,
19
2010
9
8
57 58 59
EVA lUACION DEL
POTENCIAL
HIDROE LECTRICO
NACIONAL
21
91
92
93
94
95
96
22
98
100
3
7
97
99
27
2
6
26 25
5 4
101
56
102
103
104
105
55
DIAGRAMA FLUVIAL:
(CORALAQUE) 204901 [1]
24 23
60
FlOW D IAGRAM:
T AM 8 O
5453 52
149
36
37
38
39
40
35 34
42
51
( 1/2 )
50
33
201,901, [I,J(VISCACHAS)
31
30
29
28
-32
43
44
45
49 .48
4746
PASTO GRANDE( 2.8)204902 [2]
Fig. 58
85
.61
+62II
+63I
,,106 164
70 69 68 67 66 65
107
86
EVALUACION DEL
P OT ENC lA l
HIDROElECTRICO
NAC i ONAl
DIAGRAMA FLUVIAL:
TAMBO (2/2)149
FlOW DIAGRAM :
Fig. 59
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 18 ** * # DE PUNTOS 105 *
* DEL RIO CHILI , CODIGO 148 * # DE ESTACIONES HIDROMETRICAS 6 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************
********************
123456789101112131415161718
CAPILLANEPATIBLANCO SUPER¡3lANCO INFER
SOCABAYAPACCHAGRAMADALYURA SUPERIOYURA INFERIOLIHUALLALA MINALLUTASIGUASCH IL I A
CH IL I B
CHILI CCHILI DCH I L I E
169141723283340444852587378889496
58141622273240434751577278889496105
942.4152.2863.0112.5
1722.4296.0403.5740.465.3
251.3212.5485.21288.9666.31485.4743.9430.1
2392.6
4622.64529.94520.04413.94019.04124.83093.04158.32415.53832.14555.13650.62932.34685.84327.22880.52415.01281.8
539.0517.8515.8493.3421.4434.7254.5444.2161. 1380.2528.2350.8270.8553.4475.8224.4159.154.4
42.021.O54.017.047.036.043.063.018.O33.031.O50.0
130.050.097.043.018.O88.0
0.530.350.300.390.780.230.220.190.200.230.220.190.080.270.160.401.330.31
3.973.804.106.3411.4110.837.747.587.537.183.163.646.612.185.1210.557.796.91
0.040.140.060.150.030.120.110.090.280.130.150.100.100.080.070.060.040.04
********************
********************************************************************************************* CARACTERISTICAS DE LA CUENCA 13253.9 3421.9 343.4 881.0 0.02 6.85 0.07
*
***************************************************************************-***************** REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS : 20 *
* *'DE PUNTOS : ~22 *
* DEL RIO TAMBO , CODIGO 149 * # DE ESTACIONES HIDROMETRICAS 2 ********************************************************************************************** TRAMO *
PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMaRE *
DE A *(KM*KM) (METROS) (MM/ANU) (KM) (-) (%) (l/KM) ******************************************************************************************************************
1234567891011121314151617181920
SAN ANTONIOCRUCEROQUELLOMOCCOCHACRAMAYOPALTITURECUROCHILOTAARUNTAYATITERECORALAQUE ACORALAQUE BPARACHINGANECARUMASAMARILLOOMATEPUQUINAESQUINOTAMaO SUPTAMBO INF
14811152328323643465761657175808391119
37
10142227313542465660647074798290119122
193.2454.4115.5483.7704.6281 .2320.0189.8401.5458.61062.3136.1187.5460.6129.4219.988.0
450.06136.0225.1
4683.54633.34459.54360.64373. ¡
4431.54663.74732.04538.14855.54498.24297.44269.73954.83133.13225.43220.23460.32708.2446.4
552.8541 .4504.7482.3484.9498.0548.5564.2531 .4592.0512.3472.6464.9412.1265.2286.1274.6330.6228.620.3
21.O28.020.029.056.035.025.023 .054.030.084.026.025.041.O26.032.022.060.0
256.026.0
0.440.580.290.580.220.230.510.360.140.510.150.200.300.270.190.210.180.120.090.33
6.496.934.284.164.986.O13.365.302.783.977.3710.2211.299.4913.5714.529.7711.8311.163.53
0.110.060.170.060.080.120.080.120.130.070.080.190.130.090.200.150.250.130.040.12
*********************
* ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 12697.4 3471.6 351.0 919.0 0.02 8.43 0.07
*****************************************************************************************************************************************************************************************
87
21
(ASANA)204807 [7J
EVALUACION DEL DIAGRAMA FLUV IAL :POTENCIAL
HIDROELECTRICO O S MO R ENACIONAL FL OW DIAGRAM:
88
15 O Fig. 60
TICAPAMPA (1.6)
205006 [6J
EL CAIRO (0.1.)205007 [7J 39
18
19 2011
0.2540R ¡ego
100.15
41
9 FILTRACION
42SALADO (2.2)
205008 [8]8
43
26 27 28
0.5 44
0.545
Riego0.5
46
0.547
r-...- ;---//"""- ,--..'
LAGO SUCHE29
MINAS Y PERDIDAS
MINAS
0.1
1213
14 15
TACALAYA (0.24 )
2 O 5 O O 2 [2]
16
FI LTRACION- - - - ----- - - - - -----------
2322QOA. HONDA(0.16)
205003 [3]
30
31
Riego1.0
34 CANDARAVE 10.9)205004[4]
32 CORANCHAY (1.7)205011[10J
33
35
LAGO ARICOTA
4
PERDIDAS
17
Riego0.05
24 25
DIAGRAMA FLUVIALEVALUACION DEL
POTENCIAL
HIDROELECTRICONACIONAL
L'OCUMBA 1 5 1
now DIAGRAM
3 2
Fig. Eli
17
18
JARU M A ( 0.7 ) 19
205102[2]
20
21
4 3 2
22
11 10 9
YABROCO (0.5)23205101[1]
12 13 1415 16
24
25
26
27
2~
29 TRANCA ( 2.2
205103[.3]
30
31
32
33
34
35
EVALUACION DEL
POTENCIAL
HI DROELECTRICO
NACIONAL90
DIAGRAMA FLUVIAL:
FLOW DIAGRAM:
SAMA 152 Fig. 62
*1 CHUJULAY 1 5 129.4 3247.5 188.1 37.0 0.09 7.19 0.29
** 2 HUACARANE 6 12 381. 5 3369.9 198.6 56.0 0.12 8.33 0.15
** 3 CAPILLUNE 13 17 159.5 3907.0 278.2 33.0 0.15 8.88 0.21
** 4 TUM ILACA SU? 18 21 177.8 4500.8 419.4 22 .0 0.37 7.08 0.12
**
5 TUMILACA MED 21 25 217. 3 3031.5 128.7 27.0 0.30 10.06 0.12 *
*6 TUMILACA INF 25 27 61.1 2230.4 53.0 15.O 0.27 8.73 0.25
**
7 OSMORE SUP 28 33 323.3 4199.1 355.5 43.0 0.17 7.23 0.13*
*8 OSMORE INF 33 43 2145.1 841.1 10.8 88.0 0.28 4.19 0.04
*
********************************************************************************************
*REPRESENTACION y CARACTERISTICAS DE LA CUENCA
*# DE TRAMOS 13
** * # DE PUNTOS 47 **
.DEL RIO LOCUMBA CODIGO 151 * # DE ESTACIONES HIDROMETRICAS 8*.
********************************************************************************************* TRAMO
*PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************
* **
1 SALADO SUP 1 6 384.2 4203.2 352.6 46.0 0.18 6.84 0.12*
* 2 SALADO INF 6 7 2.8 3020.0 122.9 1.O 2.80 19.50 0.36*
* 3 BOROGUENA 8 11 121.O 3868.4 281.2 30.0 0.13 7.03 0.25*
*4 I LABAYA SUP 12 14 123.8 4839.6 518.2 14.O 0.63 8.78 0.11
** 5 ILABAYA MED 14 19 734.0 2999.4 143.0 51.O 0.28 9.08 0.07
**
6 ILABAYA INF 19 20 2.3 1638.0 21.2 1.O 2.30 53.30 0.43 **
7 CINTO SUP 21 22 15.O 4356.5 379.3 9.0 0.19 1.59 0.60*
*8 CINTO INF 22 28 417.1 2269.3 78.0 63.0 0.11 5.55 0.15
** 9 LOCUMBA A 29 32 898.0 4779.7 499.7 30.0 1.00 5.39 0.03
** 10 LuCUMBA B 32 34 146.1 4350.0 376.9 20.0 0.37 9.40 0.14
** 11 LOCUMBA C 34 38 344.1 2741.8 106.5 45.0 0.17 7.90 0.13
**
12 LOCUMBA D 38 42 340.7 1284.3 12.5 29.0 0.41 6.17 0.09*
* 13 LOCUMBA E 42 47 1786.7 895.8 8.5 45.0 0.88 4.50 0.03*
* *
*1 TARATA 1 4 110.7 4409.0 408.7 25..0 0.18 9.54 0.23
*2 ESTIQUE 5 7 77 .1 4053.9 309.0 19.O 0.21 10.69 0.25
* 3 ARUMA 8 11 207. 5 4006.6 309.7 30.0 0.23 10.95 0.14* 4 SALADO A 12 14 173.6 4454.6 413.4 21.O 0.39 9.45 0.12
*5 SALADO B 14 16 264.8 3731.4 228.7 16.O 1.03 16.16 0.06
* 6 SAMA A 17 19 194.4 4894.4 551.3 14.O 0.99 6.99 0.07* 7 SAMA B 19 29 1014.3 2573.7 95.2 96.0 0.11 10.06 0.09
*8 SAMA C 29 35 2766.7 1415.2 15.9 57.O 0.85 9.19 0.02
********************************************************************************************
*REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 8
** * # DE PUNTOS 43 ** DEL RIO OSMORE . CODIGO 150 * # DE ESTACIONES HIDROMETRICAS 3 **************************************************-******************************************* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **COD IGO* NOMBRE *
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** *
* ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 3595.0 1971.1 108.0 321.0 0.03 7.05 0.09 *
********************************************************************************************* CARACTERISTICAS DE LA CUENCA 5315.8 2599.2 176.3 384.0 0.04 6.86 0.07 *
91
8
9
10
11
12
AGUAS CALIENTES (1.0) 13
205201 [1]
14
15 PIEDRAS6
710.1
16 ..
92
EVALUACION DEL
POTENCIAL
HI DROELECTRICO
NACIONAL
DIAGRAMA FLUVIAL
CAPLlN A
FLOW DIAGRAM:
205202 [2]BLANCAS (0.6)S 4 3I I II I I,0.1 ,0.1 rO.1
+ ~ tlnfiltration
2II10.1
.~
(BOCATOMA UCHUSUMA)
201.801. [l.]
Fig. 63
PUTUMAYO~2303
/ !!..
W <i
::>(f)
u<t:<
::E .... ::>'" ::>'
_W en
YAVARI o~~l;;~~o:: N ::> N::> NU N
2304 ::> N !!.. >- <!!..<(f)
STO TOMAS<Z - 22038o oN .... LL -< =>N .... O U::E < O Z ....< 1- N < O (f)O N N Z ....Zo
N OTAMBOPATANAPO <N ::> Q
-""-UN VILCABAMBA !!..- ...J u. 23082302 :;: ~2203D W
oID
u PACHACHACA LAS PIEDR~O
< < ....D) ::E 2203 E 2 310 N::E:- o::
PAMPAS<O ::> W INAMBARID)N !!..< 2204 o::::>N
o 23070::1<UCAYAlI =>V TA M B O ENE MANTARO INF MANTARO MED ::E
2208C 22088 2208A 2205 C 22058 !!..Z < < ::>O - W WU11- t:: ID zen,Z >-....
< <O :x: O Wo::>N u N o:: N 0«o:: «N WN« (!)N 0::",<
!!.. !!..«O::EZN
TI GRE--""
«N2113 ::E
O~....,::< NIIJ
HUALLAGA INF HUALLAGA SUP
2118 8 2118 A
PASTAZA/f\:'-..
2112 -MORON~
2111B -SANTIAG_Q..
2110
NIEVA
2117
CENEPA
2109 ::i3::E
Z CHIRIACOO'Z 2116;i«< ;::::E -N
(f) CHINCHIP.s... <IIJ< 2107 ::EZO <'"u CD IIJ=« D ::>NIIJ - U« N 1-1- ::>
ALTO MARAÑON>! 21 01 U1q: O::E ~Z << D
<........,
N:x: - WN UD Z OU::>- (f) -HUANCABAMBA C HOT ANO <N ~N...J
2105 2106 -' U
EVALUACION DEL REPRE SENTACION ESQUEMATlCA DE LAPOTENCIAL VERTIENTE DEL ATLANTlCO
Fig. 64H I DR O ELECTRICO Schematic RepresentationNACIONAL of Atlantic Watershed 93
j94'
EVAWACION O EL
POTENCIAL
H IDROELECTRICO
NACIONAL
DIAGRAMA FLUVIAL:
ALTO MARA Ñ O N 2101 Fig.FLOW DIAGRAM: 1 /3
65
79
181 80
182 8196 95
98 97 94 93 92 9190 85
183
99 89 81,
184
100 88 83185
8782
102 101
18686
103 101. 105 106 107
187
114 113 lJ2 111 110 109 108
188118 117 116 115
123 122 121 120 119
189
190
191
192
193
194
126 125 121.
195
127 128 129 130
196
197
\
EVA LUACION DEL DIAGRAMA FLUVIAL.
PO TENC (AL
HIDROELECTR ICO ALTO MARANON 2101 Fig. 66N ACIOHAL FLOW DI AGRAM. 2/3 95
196
133 132 131138
199
139131. 135 136 137
200 11.0
11.6 ILS 1" 11.3 11.2 11.1
201
11.7 11.8 11.9 150
202
37.2RIO CRISNEJAS203 r-
(2202)
201.
151 152 153 151. 155
205
JADIBAMBA (0.7)206 220110 (10J-
158 - 156157
1.7.1.RIO LLAUCANO207 ~(
2103)
CUMBA ( 1.96.6) I 1208220107 [7J
209llL.9 RIO CHAMAYA
~(2101.)
(CORRAL QUEMADO) 220109 [9J
( AMAJAO) 220108 [8J
121.5210
RIO UTCUBAMBA(2215)
\ I
RIO MARAÑON MEDIO
( 2111 A)
EVALUAC ION DEL DIAGRAMA FLUVIAL:
POTENCIAL ALTO MARAÑON 2101 Fig. 67HIDRO ELECTRICO
NACIONAL FLOW DIAGRAM: 3/396
********************************************************************************************
* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * 11 DE TRAMOS : 4 *
* *11 DE PUNTOS : 16 *
* bEL RIO CAPLINA , CODIGO 153 * 11DE ESTACIONES HIDROMETRICAS 4 2 *********************************************************************************************
* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *
DE A *(KM*KM) U~ETROS) (~II>1/ANO)(KM) (-) (%) (l/KM) *********************************************************************************************
******
1234
UCHUSUI>1A SUPUCHUSUr>1A INFCAPLINA SUPCAPLINA INF
16813
671316
488.060.7
593.4486.6
3137.21316.O3775.32445.3
148.911.4
276.571.7
47.03.0
53.023.0
0.226.740.210.92
13.2216.8011.0010.20
0.100.050.090.05
****
* ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 1628.7 3095.1 167.2 126.0 0.10 11.82 0.08 ****************************************************************************-****************
*REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS : 37 *
* *11DE PUNTOS : 210 *
*DEL RIO ALTO MARANON , CODIGO 2101 *
11DE ESTACIONES HIDROMETRICAS: 2 ********************************************************************************************** TRAMO * PUNTOS
*ALTURA LLUVIA LQNG FACTOR PEND. DENSIDAD *
********************************** AREA PROMEDIA PRUMEDIA RIOS FORMA PROM. DREN. **CUDIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) **********************************************************************.**********************
* *
***************..
***********..
**********
12345678910111213141516171819202122232425262728293031323334353637
NUPESANTA ROSAANDACHUPASHIULLALAMPASTAPARACúVIZCARRATANTAMAYOCARPAPACHACHACAMúSNARURICHINCHAYHUARICOLCACHINCHORAGRAPUSHCAMIRGASARí>1AYURMAPOMABAM8AyANAr~A YO
MANTAHUACRACHUCORUPACLLAMAACTUYUCTUBAMBASAN MIGUELGANSULLAVASENCHUSGONCHON CHONSUTEYANGAS SUPYANGAS INFA MARANON SA MARAIWN I
18
11151822263163941444851555962757982869199
103108115119124127131134138147151156157159208
71014172125353840434750545861747881859098
102107114118123126130133137146150155157158208210
814.688.8
307.288.8
135.8275.1748.3166.3109.0163.8.122.4199.1346.6318.1
55.11575.5
185.3139.4356.8641.6
1224.7190.0431.9963.9226.3273.6109.1
81.687.9
213.01171. 6
188.8312.6
40.0960.0
14047.21140. O
4314.04243.74298.14212.34215.24020.83946.93975.73628.94539.04422.74328.73977.03830.33668.13736.33423.84113.44280.03852.03706.53355.73429.83464.33489.33336.52699.82862.72378.93167.73135.82942.73175.94399.81340.02670.9979.9
899.7895.5899.0893.4893.6881.2875.8877.9854.0914.3906.9900.9878.2867.5856.2860.8839.5886.6897.0869.3858.3834.9840.2842.6844.9834.1792.6804.3772.8822.4821.1808.1823.6905.4710.4792.6688.8
55.024.028.024.028.033.070.020.012. O15.025.021. O29.034.018. O
104.028.016. O34.039.069.027. O38.058.033.036.018. O40.018. O29.0
81.028.035.015.035.0
650.065.0
0.270.150.390.150.170.250.150.420.760.730.200.450.410.280.170.150.240.540.310.420.260.260.300.290.210.210.340.050.270.25
0.180.240.260.180.780.030.27
7.254.377. 9Q4.005.613.396.569.07
10.426.937. 08
13.439.597. 019.33
11.527. 39
12.0011.9111.9712.2910.8510.9110.50
7.4511.3913.50
9.468.89
12.3310.7712.6511.72
7.891.668.012.03
0.070.270.090.270.210.120.090.120.110.090.200.110.080.110.330.070.150.110.100.060.060.140.090.060.150.130.160.490.200.140.070.150.110.370.040.050.06
***
******
*************
*******
*
********
********************************************************************************************* CARACTERISTICAS DE LA CUENCA 28499.7 3008.6 814.6 1932.0 0.00 8.63 0.07 *********************************************************************************************
*TRIBUTARIOS CONSIDERADOS SEPARADAMENTE *
********************************************************************************************* CRISNEJAS 203 4660.5 3149.9 762.0 699.9 0.01 7.40 0.15
**
LLAUCANO 207 2851.7 2571.6 1029.6 303.0 0.03 7.92 0.11 **
CHAMAYA 209 8522.5 1982.7 901.5 681.0 0.02 8.20 0.08 **
UTCUBAMBA 210 7507.0 1902.8 840.4 384.0 0.05 8.78 0.05 ********************************************************************************************** CARACTSRISTICAS ACUMULATIVAS 52041.4 2669.8 839.6 3999.9 0.00 8.30 0.08 *'*********~*********************r***********************************************************
97
91.
!)S 2
5 1. 3
9G
97 G
98 7
12 11 10 !) B
99
18 ,9,7 20
10011. 23
IG
13 22 101
15 ~837 313G 77 2835 31. 33 32
21 25
10249
2~L7 'G 1,5
30 78 2738 39 3
JESUSTUNEL f4.9)103 29 79 2G 220206 [6] 50
91 gO 89
1.2PTE. CRISNEJAS ( 31. 5)
1010220201 [IJ G9 70 71
82 4175
105
H 81 40
10G
S!) 8072 73
107 65 GARGANTA NAMORA (2.6)
51 52 220207 [7J93 92
10853 54 55
6'
109
"7MICHIQUILLAY (0.2 )
220209 [9]
62
FdO ALTO MARAf:JON (2101)
EVALUACION DE L
POTENCIAL
H IDROELECTRICONACIONAL
DIAGRAMA FLUVIAL:
CR ISNEJAS 2102 Fig. 68
FLOW DIAGRAM:i
3 ,
'O CONCHA NO DERIVACION (6.3)
HIJADERO (1.6)220302 [2 ]
220311(11) '1
5 6 7 8
'2
111.0
+-- '3
12 13
LLAUCANO C O R R E L L A M A(8.'
)
220309 [9] "
'5
18
'6
19 20
HUANGAMARCA (1 ,) O
220305 [5]21 22 23
'8
'9CHIPIANGA (1.1)
220303 t3]U 25 26
50
51
52
37
38
2
39
EVALUACION DEL
POTENC IAL
HIDROELECTRICO
N AC IONAL
DIAGRAMA FLUVIAL:
ARAS CORGUE (0.8)220308 [8]
lO 9
PTE. MAYGASBA MBA (1.7)
220307 [7]
17 16 15 1,
MAYGASBAMBA 3 CH (1.3)
220306 [6]
LLAUCANO SHUGAR (166)
22030' [O
PTE.CONCHANO (3.1)
220301 [1]
3029 2728
53 31
36 35 33 323'
5'
55
RIO ALTO MAR AÑON(2101)
LLAUCA NO 2103 Fig. 69FLOW DIAGRAM '.
99
*******,*******************************************~****************************************** REPRESENTACION
y CARACTERISTICAS DE LA CUENCA *, DE TRAMOS 34 *
**, DE PUNTOS : 109 *
* DEL RIO CRISNEJAS , CODIGO 2102 *, DE ESTACIONESHIDROMETRICAS 6 *********************************************************************************************
* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM.. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** ** 1 TRES CRUCES 1 2 9.6 3684.3 834.8 6.0 0.27 4.33 0.62 *
*2 CONACHUGO 3' 5 34.6 3846.6 863.2 11.0 0.29 7.41 0.32 *
* 3 CHICHIRCUCHO 6 7 76.8 3316.6 777.5 13.0 0.45 5.88 0.17 ** 4 HUAYRO 8 12 184.3 3584.4 819.4 32.0 0.18 6.02 0.17 ** 5 QDAONDA 13 14 37.8 3349.4 782.4 9.0 0.47 5.04 0.24 ** 6 CUEVAS 15 17 79.3 3106.6 746.1 18.0 0.24 5.31 0.23 **
7 HUAMACHUCO 18 20 62.4 3696.8 840.2 22.0 0.13 8.74 0.35 ** 8 LANLA 21 23 161.2 3287.0 773.2 25.0 0.26 8.85 0.16 ** 9 HUACADAY 24 25 76.1 3660.9 830.7 13.0 0.45 7.01 0.17 ** 10 CULLHUAN 26 28 90.8 3534.0 810.2 21.0 0.21 8.86 0.23 ** 11 MARABAMBA 29 31 89.8 3177.1 756.7 21.0 0.20 6.75 0.23 ** 12 CHIMIN 32 37 258.5 3186.8 759.3 42.0 0.15 7.11 0.16 ** 13 MALCA 38 39 52.9 2610.7 677.3 13.0 0.31 6.79 0.25 ** 14 AZUFRE 40 42 67.0 3613.0 824.4 16.0 0.26 5.54 0.24 ** 15 PACCHA 43 44 54.0 3550.1 813.2 13.0 0.32 5.04 0.24 ** 16 CALLEJON 45 47 67.1 3457.9 799.7 17.0 0.23 6.50 0.25 ** 17 PORCON 48 50 247.8 3297.7 774.7 23.0 0.47 5.34 0.09 ** 18 LAS QUINUAS 51 52 24.5 3547.5 1012.1 9.0 0.30 5.98 0.37 *
*19 TAMBOMAYO 53 55 47.0 3477.0 1001.5 12.5 0.30 5.94 0.27 *
* 20 MATARA SUP 56 57 99.8 3277.4 971.6 6.0 2.77 15.30 0.06 ** 21 MATARA INF 57 58 13.8 2847.0 907.0 2.0 3.45 9.60 0.14 ** 22 SECO 59 61 56.3 3446.9 798.2 16.0 0.22 7.82 0.28 ** 23 NAMORA °Ao 62 63 24.2 3596.7 819.7 5.0 0.97 8.58 0.21 *
*24 NAMORA °Bo 63 65 102.9 3172.8 755.9 16.0 0.40 3.26 0.16 *
* 25 NAMORA °Co 65 67 57.9 2851.6 708.3 11.0 0.46 5.09 0.19 ** 26 NAMORA °Do 67 68 3.0 2579.0 672.4 2.0 0.75 11.60 0.67 ** 27 SHILAMALCA 69 71 116.9 3009.1 731.5 17.0 0.40 9.55 0.15 ** 28 MAYOC 72 76 217.6 3290.7 774.9 29.0 0.26 7.62 0.13 ** 29 CHILCA 77 79 82.9 3599.9 820.4 19.0 0.23 12.26 0.23 **
~o CAJAMARCA SU 80 86 316.2 3209.7 761.5 50.1 0.13 4.51 0.16 **
31 CAJAMARCA IN 86 91 411.1 2857.2 710.3 50.0 0.16 6.72 0.12 ** 32 SHIRAE 92 93 86.2 2755.3 695.0 17.0 0.30 10.28 0.20 ** 33 CRISNEJAS SU 94 104 640.0 3124.1 750.4 82.3 0.09 6.20 0.13 ** 34 CRISNEJAS IN 104 109 710.2 2736.3 694.7 41.0 0.42 15.88 0.06 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 4660.5 3149.9 762.0 699.8 0.01 7.40 0.15 ****************************************************************************************************************************************************************************************** REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 22
** * # DE PUNTOS 55
** DEL RIO LLAUCANO , CODIGO 2103 * # DE ESTACIONES HIDROMETRICAS. 10 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)
********************************************************************************************************************
12345678910111213141516171819202122
iP I NGUYO
iTAMB I LLO
NUNNUN SUPNUNNUN INFARASCORGUE AARASCORGUE BQDA PANTEONTINGO SUPTI NGO r~EDTINGO INFPARAGUARANSHUGAR SUPSHUGAR INFCHONTA SUPCHONTA INFCONCHAN SUPCONCHAN INFCUTERVOLLAUCANOLLAUCANOLLAUCANOLLAUCANO
ABCD
135791012141617192122242527293237404448
2478101113161718202223252629313640444855
57.175.298.267.340.714.223.999.513.36.4
55.570.05.5
70.633.951.9
284.5562.1182.4~8.9128.8842.7
3452.03414.63468.72999.03311.32888.02927.73438.13131.02779. O3229.23027.52490.03001.12286.02581.12609.02338.23341.42994.93114.11913.2
1233.71220.9971.6819.81185.91052.0806.9961.5861.9775,.8893.3828.8734.51080.4995.7984.41062.41025.91196.1998.81121.91097.2
12.O18.018.O8.010.O3.07.017.03.03.09.07.04.013.03.06.016.040.025.08.010.O63-.0
0.400.230.301.050.411.580.490.341.480.710.691.430.340.423.771.441.110.350.290.6\1.290.2\
5.524.074.665.697.7511.608.035.03
17.879.9710.3316.934.751.54
11.8711.309.686.725.62
13.7623.468.43
0.2\0.24O.\80.120.250.2\0.290.170.230.47O.\60.100.73o.\80.090.120.060.070.140.210.080.07
************************,*********************************************************************************************
* CARACTERISTIGAS DE LA CUENCA.2822.6 2574.8 \057.6 303.0 0.03 7.92 0.1\ *
*~*************.*****************************************************************************-****************.**************************************************************************
100
51..3 ~3:>
21. LAS BALSAS ( 65.5)
2201.99 [2,3,7J
2 25
1. 5
26
6 7CHUNCHUCA (28.0 )
27 2201.01 (IJ
22 21 20 :915 12
28
RIO CHOTANO
RIO ALTO MARA ÑON( 2101)
E VALUACION DEL
PROYECTO
HIDROELECTRICO
NACIONAL
3
DIAGRAMA FLUVIAL:
FLOW DIAGRAM:
29~--
1.0
11.
13
CHUNCHUQUILLO (0.2)
2201.06 [6J
CHAMAYA 2104
9
18 17 16
CACAO (21..1)
2201.05 [5J
LAMCHEMA (2.1)
2201.01. [I.J
Fig. 70
101
28
29
2
30
31
32
33
31,
3 35
1, 36
5 37
6 7 8 9
SAUSAL (20.31 3822 O 599 [2,3J
39
13 12 11 10
"O LlMON (22.71
22050" [~]YERMA ( 1.0 1
"1220505[5J
U 15 1& 17 18
42
19 20 21 22 23LAS JUNTAS (2.51
CANARIACO (2.0 1 43 220501 [1]220506[6]
EVALUACION DEL
POTENCIAL
H I DROELECTRICO
NACIONAL102
CHICHAGUA 132.21
220507 [7)
27
U
26
DIAGRAMA FLUVIAL:
RIO CHAMAYA (21041
HUANCABAMBA 2105FLOW DIAGRAM:
Fig. 71
" REPRESEiHAC I iJN Y CARACTER 1ST I CAS DE LA CUENCA " # DE TRAMOS 13 "" " # DE PUNTOS 29
**
DEL RIJ CHAi4AYA CODIGO 2104 " # DE ESTACIONES H I DROr4ETR I CAS 5 ",
********************************************************************************************
" TRAi40 " PUNTOS " ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD "*4*4**4*****~**4*****44**********. AREl'. PROr,! E D lA PFWMEDIA RIOS FORt'1A PROM. DREN. *"CuDIGU" NO~1L3RE "
DE A *(Ki.l"KM) (MCiKUS) (Mr4/ANO) (KM) (- ) (';O) ( 1 /Kf4) "********************************************************************************************
* "*
1 CALLAYUC 1 2 100.0 1709.5 1042.5 16. O 0.39 5.66 0.16*
2 STA CRUZ 3 5 270. O 1671.2 1036.0 23.0 0.51 6.77 0.09 "*
CUCu 6 7 220.0 1492.7 1001.7 20.0 0.55 5.03 0.09 "J
*4 ANTA 8 9 210. O 2494.9 1182. O 16. O 0.82 5.24 0.08
** 5 3UTO SUP 10 11 110. O 2082.0 1093.1 10. O 1.10 6.94 0.09 ** 6 aUTu II,F 11 12 140. O 1605.0 1026.8 6.0 3.89 10.92 0.04 "*
7 i3AR3ASCO SUP 13 14 90.0 1857.1 1063.1 11. O 0.74 4.39 0.12 "*
5 BAR8ASCO INF 14 15 20.0 1248.0 949.1 5. O 0.80 8.16 0.25 "*
9 CHONTALI 01'.0 16 18 630.0 2067.1 1101. 7 30.0 0.70 5.05 0.05 "*
1G CHONTALI °13° 18 21 190. O 1468.6 1001. O 9.0 2.35 20.62 0.05 "" 11 CHOIHAL I °co 21 22 200.0 1434. O 994.2 3. O *22. 25.80 O. O1 "" 12 CrlAMAYA SUP 23 24 410. O 1363.4 976.0 7. O 8.37 14.74 0.02 *
*13 CHAfilAYA II,F 24 29 790.0 1441 .6 994.3 41 . O 0.47 8.72 0.05
*" "********************************************************************************************
* REPRESENTACION y CARACTER 1ST I CAS DE LA CUENCA " 11 DE TRAMOS 14 "* * # DE PUNTOS 46 "*
DEL RI0 HUA"CABAMaA CUDIGu 2105*
11 DE E S T A C I O ~JE S HIDROMETRICAS 6 ",
********************************************************************************************" TRAi"O *
PUNTOS" ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD "********************************** AREA PROí"ED I A PROMEDIA RIOS FORlvlA PRor~ . OREN. ""CuDIGO" NOf~BRE " DE A*
(Kí.1"KM) (~1ETROS) (MI"/ ANO) (Kf.1) (- ) (% ) (l/KM) "********************************************************************************************* **
1 CHORRO 1 2 45.2 3147.2 1316.3 11. O O. 37 5.63 0.24 "* 2 yOA GRANDE 3 5 59.5 2422.6 842.5 15. O 0.26 8.66 0.25 **
3 HUAR~4ARCA 6 9 132.1 2030.3 659.5 25.0 0.21 5.66 0.19 "" 4 PIQUIJACA 10 13 193.6 1917.3 647.8 24.0 0.34 7.19 0.12 "" 5 YERi4A SUP 14 17 270.2 2651 .4 352.0 26.0 0.40 9.00 0.10 "" 6 YERtolA INF 17 1 9 5.3 1462.0 503.9 2. O 1 .32 19.85 0.38
**
7 CAl, AR lAca SUP 19 22 130.7 2523.1 920.5 24.0 0.23 8.24 0.18 "" 8 CANARIACulNF 22 23 2.6 1602. O 534.5 2. O 0.65 29.35 0.77 "" 9 QU I Sf.1ALACHEA 24 26 266.1 2150.5 734.2 25.0 0.43 7.35 0.09 "*
10 QUISMALACrlEa 26 27 7.0 1470. O 505.2 2. O 1 .75 24.25 0.29 "*
11 HUANCA3AMBAA 28 38 1436.8 2313.9 802.0 92. O 0.17 7.41 0.06 "*
12 HUANCA8AMBA3 38 40 404.2 1736. O 566.6 19. O 1 .12 6.26 0.05*
*13 rlUANCABAMBAC 40 44 175.7 1578.3 533.8 15. O 0.78 13.50 0.09 *
* 14 HU A NC.Aa 1'.1"8AD 44 46 319.3 14 O4.5 494.7 19. O 0.88 5.47 0.06 "
********************************************************************************************
*CARACTERISTICAS DE LA CUENCA 3380.0 1682.3 1035.5 197.0 0.09 7.77 0.06 "
********************************************************************************************
* TRIBUTARIOS CONSIDERADOS SEPARADAMENTE "*************************************.******************************************************* CHOT/H8AM8A 23 5142.5 2130.1 813.4 484.0 0.02 8.37 0.09"********************************************************************************************* CA~ACTERISTICAS ACUMULATIVAS 8522.5 1932.7 901 .5 681.0 0.02 8.20 0.08 *
* *********************************************************************************************" CARACTERISTICAS DE LA CUENCA 3448.3 2122.4 688.3 301.0 0.04 7.89 0.09
*****************************************************************************************************************************************************************************************
10J
2.021 GUAYAQUIL ( IU )
oO!!----220 G05 [5]
22
23
21.INGERIACO (6.9)
220603 [3J
123
9 8 72 1
25
PARIAMARCA 13.5 )
IG 15 11. 13 220606 [6]
HUALLANLLE (20. L ) 2G SAUCE (2.5)
220601 [1] 220G02 [2J
27
17
18
TUNEL CHOTA NO
(A CHANCAY LAMBAYEQUE)
1..2 LAJAS (G.I.)
22 OG11[lO]
RIO CHAMAYA (210')
EVALUACION DELPOTENCIAL
H IDROELECTRICO
NACIONAL
DIAGRAMA FLUVIAL:
CHOTA NO 2106 Fig. 72
104 FLOW DIAGRAM:
~~19
20
21
I 2 3
5 422
~. '"
G 7 B,
23
/
10 9
24 11
25 12
1G 15 1( 138G. O ;) 2G
RIO TABACONAS( 2108 J
27
17 18
28
RIO M ARAÑON MEDIO (2111 A)
#//#/# ZONA ECUATORIANA
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCIALCHINCHIPE 2107 Fig. 73H I DROELECTRICO
NACIONA L FLOW DIAGRAM:105
20 ALTO TABACONAS ( t..G)
220801 [11BARRIZALES ( 1.0 )
21220808 [8]
2 3
22 TABACONAS GRAN DE [20.3)
220807 [7]
23
6 5 "21.
7 8 9
25
26
10 11 12
27
13 14 15
28
18 17 16
29
~RIO CHINCHIPE (2107 )
EVALUACION DE L
POTENCIAL
H IDROEL ECTRI CO
NACIONAL106
DIAGRAMA FLUVIAL~
TABACONAS 2108
FLOW DIAGRAM
Fig. 74
.0.12 .
. 1 CHONGOYAP.A 1 2 96.9 2785.0 1351.O 12.O 0.67 11.054.0 0.86 10.50 0.29 .
. 2 CHC;NGOYAP.B 2 3 13.7 1680.0 1000.015.0 0.43 9.45 0.16 .
. 3 CALUCAN SUP 4 5 95.9 2689.9 1329.00.65 15.26 0.31 .
. 4 CALUCAN INF 5 6 16.2 1813.O 882.9 5.00.28 9.34 0.15 .
. 5 PALT IC SUP 7 10 172.3 2374.3 1230.6 25.01877.5 891 .7 6.0 1.68 20.35 0.10 .
. 6 PALTIC INF 10 12 60.69.59 0.14 .
. 7 SAUCES SUP 13 15 139.2 2356.0 972.2 20.0 0.351561.O 790.4 5.0 1.08 13.42 0.18 .
. 3 SAUCES INF 15 16 27.17.36 0.06 .
. 9 CHOTANO A 17 19 368.7 2858.3 1261.8 21.O 0.840.10 .
. 10 CHOTANO B 19 21 243.0 2156. O 955.1 25.0 0.39 4.240.24 8.41 0.10 .
. 11 CHOTANO C 21 26 452.1 1836.3 878.8 43.08.5 1342.0 712.6 2.0 2.12 24.10 0.24 .
. 12 CHOTA NO D 26 27.
. 1 IS II'-1ACHE 1 3 550.0 1261.9 1028.0 40.0 0.34 2.75 0.07 .
. 2 BLANCO 4 5 110.O 2416.4 1365.9 22 .0 0.23 6.20 0.20 .
. 3 CANCHIS 6 8 640.0 1926.7 1214.9 40.0 0.40 4.90 0.06 .
" 4 SANFRANCISCO 9 10 140.0 1835.8 1199.O 21.O 0.32 5.05 0.15 .
5 STAAGUEDA 11 12 590.0 1711.1 1165.8 21.O 1.34 4.96 0.04 .
6 CHIRINOS 13 16 995.0 1298.9 1033.1 65\0 0.24 3.40 0.07 .
. 7 SHUr>1SA 17 18 310.0 1293.9 1046.6 21.O 0.70 3.53 0.07*. 8 CHINCHIPE 19 28 3820.0 1336.7 1043.1 145.O 0.18 3.87 0.04 .
. .
. 1 MANCHARASUP 1 2 40.0 2548.3 1439.2 10.O 0.40 4.86 0.25 .
. 2 MANCHARAINF 2 3 50.0 1843.0 1210.7 10.O 0.50 3.43 0.20 .
. 3 ANANUALLA 4 6 430.0 2347.5 1361.1 40.0 0.27 5.05 0.09 .
. 4 HUAHUALLA 7 9 755.0 2069.7 1277 .4 24.0 1.31 8.31 0.03 .
. 5 GRANADILLA 10 12 252.0 2180.8 1312.4 20.0 0.63 6.73 0.08 .
. 6 ALTOMANCHARA 13 15 270.0 1679.2 1161.7 18.O 0.83 5.72 0.07 .
. 7 CULEBRA 16 18 175.O 1547.2 1102.9 18.O 0.54 9.54 0.10 .
. 8 TABACONASSUP 19 20 150.0 2866.7 1550.0 13.O 0.89 7.05 0.09 .
. 9 TABACONASMED 20 22 440.0 2320.0 1345.0 10.O 4.40 18.52 0.02 .
. 10 TABACONASINF 22 29 1230.0 1518.9 1098.7 62.0 0.32 a .14 0.05 .
********************************************************************************************. REPRESENTACION y CARACTERISTICAS. DE LA CUENCA
·# DE TRAMOS : 12.
. # DE PUNTOS 27 ·· 7 ·. RIO CHOTANU , CODIGO 2106 ·
# DE ESTACIONES HIDROMETRICAS :
****~;;*************************************************************************************. TRAMO
·PUNTOS ·
ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD.
********************************** AREA PROMEDIA PROMEDIA rtlOS FORMA PROM. OREN. *. ..
I ú. NOMBRE . DE A .(KM.KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM).*;~~*~************************************************************************************** .
.
********************************************************************************************. CARACTERISTICAS DE LA CUENCA 1694.2 2297.7 1068.2 183.0 0.05 9.17 0.11 ·
****************************************************************************************************************************************************************************************
********************************************************************************************. REPRESENTACION y CARACTERISTICAS DE LA CUENCA ·
# DE TRAMOS 8 ·.
·# DE PUNTOS 28 ·
· DEL ~IO CHINCHIPE , CODIGO 2107 ·# DE ESTACIONES HIDROMETRICAS O ·
********************************************************************************************. TRAMO
· PUNTUS · ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD.AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN..
.CúDIGO. NOMBRE · DE A .(KM.KM) (METROS) (~M/ANO) (KM) (-) (%) (l/KM).********************************************************************************************. .
********************************************************************************************· CARACTERISTICAS DE LA CUENCA 7155.0 1433.8 1074.2 375.0 0.05 4.02 0.05 ·
***********************************************************~********************************· TRIBUTARIOS CONSIDERADOS SEPARADAMENTE ·
********************************************************************************************· TABACONAS 26 3792.0 1940.6 1234.4 225.0 0.07 7.45 0.06.********************************************************************************************· CARACTERISTICAS ACUMULATIVAS 10947.0 1609.4 1129.7 600.0 0.03 5.31 0.05 ·
********************************************************************************************
**********************************************.*********************************************· REPRESENTACION
y CARACTERISTICAS DE LA CUENCA ·# DE TRAMOS 10 .
· · # DE PUNTOS 29·
· DEL RIO TABACONAS , CODIGO 2108 · # DE ESTACIONES HIDROMETRICAS 3·
********************************************************************************************· TRAMO · PUNTOS · ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD.
AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN...CODIGO. NOMBRE · DE A .(KM.KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM).********************************************************************************************. .
. .
**************************************************************~*****************************
· CARACTERISTICAS DE LA CUENCA 3792.0 1940.6 1234.4 225.0 0.07 7.45 0.06 *~..* ****.**..** *.."...........
********************************************************************************~***********
107
......_,--~.~-
19
20
21
9 1 210
3 227 8
1. 1- 11 23
12 13 11. 15 1&
21.
18 17
25
~RIO MARAÑON MEDIO ( 2111A)
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCIALe E N EPA 2109 Fig. 75H IDROELECTRICO
NACIONAL FlOW DIAGRAM:108
99
100
2
101
J 4
102
87 6 5
9 103
10 11 12 13
104 ECUADOR
14 15
105
17 1630
106 31
ECU ADOR9
26 2028
48 47107 J2 27 21
56 52 51
58 57 SS SI. 53 50 4946 25 2J
108
62 24 n59 60 61 40 J9
64 45
109 6J
113
74 7J
EV ALUAC ION DE L
POTENCIAL
H 1 DROELECTRICO
NACIONAL
DIAGRAMA FLUVIAL:
SANTIAGO 2110 Fig. 76FLOW DIAGRAM: 1/2
109
-
114
76 75
115
77 78 79
116
80 8Í
117
83 82
118
-810 85 86
119
87 88 89
120
91 90
121
93 92
122
94 9S 96
123
98 97
124
,-'-
RIO MARA~ON MEDIO(2111AJ
EVALUAC ION DEL DIAGRAMA FLUVIAL:
POT ENCIALSANTIAGO
H I DROELECTRICO211 O Fig. 77
NACIONAL FLO W DIAGRAM: 2/2
********************************************************************************************* REPRESENTACIONy CARACTERISTICASDE LA CUENCA * # DE TRAMOS 8 ** *, DE PUNTOS 25 ** DEL RIO CENEPI), .
, CODIGO 2109* # DE ESTACIONES HIDROMETRICAS: O ******-**************************************************************************************
* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************.*AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** *********
12345678
SHINGATZATUNDUZAACHUIMEKAMPANACOMA IRATAMBOMORINAJENCENEPA
13579121719
246811161825
260.0420.0550.0260.01080.01870.e.250.0
2670.0
723.91066.7780.8748.9626.0661.9689.2763.7
936.1991.7945.2940.2921.1929.4930.3945.9
20.035.025.025.060.080.025.0164.0
0.650.340.880.420.300.290.400.10
2.311.001.151.460.510.820.800.57
0.080.080.050.100.060.040.100.06
********
* **************************************************************************,******************** CARACTERISTICAS DE LA CUENCA 7360.0 731.7 939.5 434.0 0.04 0.82 0.06 *****************************************************************************************************************************************************************************************
********************************************************************************************* REPRESENTACION
y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 39 ** * # DE PUNTOS : 124
** DEL RIO SANTIAGO , CODIGO 2110 * # DE ESTACIONES HIDROMETRICAS O *********************************************************************************************
*TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE*
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************
*****************************************
123456789
101112131415161718192021222324252627282930313233343536373839
LOJATRAUYACUAMBICABEZASNANGARIZABECERRAGUALAQUIZAINDANZATARQUINUCHANGARABENGASPOMARNEGROCRUZADOABANICOVOLCANTUTANGOSACHUPIANZAUPANOYUNGANZANAMANGOZACUAMBOSHUAMBIZACHAPIZAAMPAMACUCASACANDUNGOSSOLEDADROBINSONAYAMBISHUAMBIZATIMOTHYCHINGANZATATANGOSASHEVANOVELASQUEZPUTUSHINSANRAFAELSANTIAGO
1358
1014161820222426283033353739414749596264676971737577
808284879092949799
2479
13151719212325272932343638404648586163666870727476798183868991939698
124
490.0430.0
1400.0670.0
1700.0470.0490.0560.0220.0300.0690.0890.0380.0620.0200.0220.0410. O340.0
2380.0'760.0
3300.01120.0640.0570.0230.0270.050.0
200.070.0
890.0
220.0120.0860.0610.0330.0240.0770. O190.0
8700.0
824.7787.2795.7788.4788.1660.3674.3633.0796.9792.1682.5775.9723.8708.0820.3817.9716.6788.6791.4700.2768.1754.5602.9676.4667.4463.4546.8627.6629.3572.4
475.9550.0530.2510.6525.5528.5531 .2521 .2646.8
2687.62696.62697. 92696.42695.52665.12667.72658.32696.82694.82669.72694.02680.82677 .O
2689.82691. O2678.92695.82693.12675.12691.82683.62650.72665.02666.82561.22610.12650.62649.62620.0
2568.22614.82594.82581 .32601.12602.42579.82597.72620.2
30.025.075.045.0110.O40.040.040.025.025.p30.045.025.050.035.020.035.035.0130.0
45.0167. O
55.035.048.020.025.025.020.014. O60.0
25.018. O50.050.020.016. O55.015. O
468.0
0.540.690.250.330.140.290.310.350.350.480.770.440.610.250.160.550.330.280.140.380.120.370.520.250.570.430.080.500.360.250.350.370.340.240.820.940.250.840.04
0.640.970.500.600.470.260.620.411.021.090.660.401.420.910.570.860.270.770.550.680.910.740.680.761.160.260.751.371.990.511.051.740.590.551.742.230.752.580.54
0.060.060.050.070.060.090.080.070.110.080.040.050.070.080.170.090.090.100.050.060.050.050.050.080.090.090.500.100.200.07
0.110.150.060.080.060.070.070.080.05
****************************************
**************.******************************************************************************
* CARACTERISTICAS DE LA CUENCA 33000.0 692.1 2655.4 2091.0 0.00 0.70 0.06 **********************************************************************************************************************************************************************************~******
111
-
RIO MARAÑON ALTO(2101 )
7'3_1
W 211..5RIO CHINCHIPE64 ....
(2107 )
65
2 1
RIO CHIRIACO60.97
66.( 2116)
67
S"
3
68
7 6
69lO 3. S RIO CENEPA
(2109 I
RIO NIEVA33.9
70...( 2117)
9 8
1027.0RIO SANTIAGO71
(21 10)
72
11 fO
73
74
75
76
12 13 14
21 2223
796.4 RIO MORONA15 - 7719 20 (z
'"B)
16 24 78
2~ 26 27 28 i9 3018
79
17
EVALUACrON DEL D I A GR A M A FLUVIAL:
POTENCIALMARAÑON ME O 10 2111 A Fig. 7
H lORO EL ECTRICO
NACIONAL FLOW DIAGRAM 1/2 I'-114
1,2
1,3 ~33 32 3138 39
"\)0.
1,0 1,1 35 34
1,5 81~5
51, 56 57 5837 53
8249 60
36 f---4 >--52
1888.0R I O PASTAZA
1,8 59 83 ( 2112)46 47
51 84
~63 62 51SO
85
86
,RIO BAJO MARAÑON
I(211/,) 5290.7
1
EVALUACION DEL DIAGRA M A FLUVIAL:
POTENC IAL MARAÑON MEDIO 2111A Fig. 79HI DR OELECTRICO I
NACIONAL FLOW D1AGRAM:2/2 113
18
19
20ECUADOR
21
. . .1 2 3
22 ECUADOR
~,5 G
2) //// ////// ///// / /////////////
2i.
9 8 7
25
26
11 10
27
12 13
28
11. 15
29
30
16 17
31
~-~~- RIO MARAÑON MEDIO (2111A)
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENC IAL MORONA 21118 Fig. 80HIDROELECTRICO
NACIONAL FLOW DIAGRAM:114
********************************************************************************************
*REPRESENTACION y CARACTERISTICAS DE LA CUENCA *
, DE TRAMOS 24 ** *
, DE PUNTOS 86 *
*DEL RIO MARA NON MEDIO CODIGO 2111A *
, DE ESTACIONES HIDROMETRICAS O *.
********************************************************************************************* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD
*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN.
**CODIGO* NOMBRE
*DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM) *
********************************************************************************************
* **
1 YUPICUZ 1 2 210.0 486.2 916.4 15.O 0.93 0.12 0.07*
* 2 CAMBAZA 3 5 650.0 538.0 925.0 40.0 0.41 0.52 0.06*
*3 CUSU 6 7 220.0 393.9 2487.8 20.0 0.55 0.07 0.09 *
*4 CANANYA 8 9 335.0 321.0 2464.3 35.0 0.27 0.03 0.10
**
5 BANCO 10 11 280.0 338.4 2476.9 30.0 0.31 0.88 0.11*
*6 APAGA 12 14 2080.0 597.9 581.4 85.0 0.29 1.27 0.04
** 7 DOSDEMAYO 15 16 640.0 482.8 567.7 55.0 0.21 0.10 0.09
**
8 ALCHIYACU 17 18 190.0 244.7 521.7 40.0 0.12 0.07 0.21*
*9 YANA 19 20 210.0 472.4 564.1 50.0 0.08 0.08 0.24
**
10 AICHIYACU 21 24 1500.0 548.4 573.4 120.0 0.10 0.03 0.08*
* 11 POTRO 25 30 1760.0 506.4 565.9 185.0 0.05 0.22 0.11 **
12 BAGAZAN 31 33 620.0 217.2 2407.2 65.0 0.15 0.17 0.10 ** 13 URITUYACU 34 35 905.0 279.9 2440.2 40.0 0.57 0.64 0.04 **
14 RUMIYACU 36 37 380.0 426.6 554.0 40.0 0.24 0.02 0.11 ** 15 YANAYACU 38 39 320.0 455.9 558.7 30.0 0.36 0.05 0.09 ** 16 CAHUAPAN 40 41 170.0 433.5 554.6 40.0 0.11 0.05 0.24
**
17 HUNGAYACA 42 45 290.0 564.5 575.8 39.0 0.19 0.13 0.13*
* 18 PUMAYACU 46 47 165.0 441.8 556.3 30.0 0.18 0.07 0.18 ** 19 NAHUATI 48 49 370.0 222.2 518.3 40.0 0.23 0.05 0.11 ** 20 SILLAY 50 53 890.0 292.8 530.4 75.0 0.16 0.13 0.08
**
21 CAHUAPANAS 54 58 2110. O 540.5 569.3 170.0 0.07 0.47 0.08*
* 22 ARIPARI 59 60 810.0 180.2 512.0 45.0 0.40 0.02 0.06*
*23 UNGUMAYO 61 63 1335.0 162.2 2362.2 100.0 0.13 0.01 0.07
** 24 MARANON MED 64 86 7785.0 246.9 1559.5 495.0 0.03 0.04 0.06 ** **********************************************************************************************
CARACTERISTICAS DE LA CUENCA 24225.0 368.5 1177. 5 1884.0 0.00 0.20 0.08 *********************************************************************************************
*1 CUSHIME 1 3 790.0 660.7 2665.2 50.0 0.32 0.17 0.06
** 2 MANGASISA 4 6 1570.0 624.7 2652.3 70.0 0.32 0.19 0.04*
* 3 SITUCHE 7 9 1080.0 520.9 2598.6 80.0 0.17 0.22 0.07** 4 AMASA 10 11 640.0 389.8 2512.7 50.0 0.26 0.15 0.08 *
* 5 ATUNHUASI 12 13 590.0 453.0 2554.4 40.0 0.37 0.43 0.07 ** 6 TANGARANA 14 15 600.0 418.5 2532.0 40.0 0.37 0.48 0.01 ** 7 ARAMAYA 16 17 650.0 271.7 2437.5 50.0 0.26 0.18 0.08
** 8 MORONA 18 31 10150.0 535.8 2504.7 450.0 0.05 0.15 0.04***********************************************************************************************
* CARACTERISTICAS DE LA CUENCA 16070.0 525.7 2533.8 830.0 0.02 0.19 0.05*********************************************************************************************
********************************************************************************************
* TRIBUTARIOS CONSIDERADOS SEPARADAMEN1E ********************************************************************************************** AMARAN/CHIN 64 62988.5 2485.5 890.0 4599.9 0.00 7.91 0.07 ** CHIRIACO 66 4125.0 1754.9 803.2 247.0 0.07 3.89 0.06 ** CENEPA 69 7360.0 731.7 939.5 434.0 0.04 0.82 0.06 ** NIEVA 70 4330.0 711.1 603.2 335.0 0.04 0.13 0.08 **
SANTIAGO 71 33000.0 692.1 2655.4 2091.0 0.00 0.72 0.06*
* MORONA 77 16070.0 525.7 2533.8 830.0 0.02 0.19 0.05 *
*PASTAZA 83 40997.0 1077.3 2389.1 2692.0 0.01 0.87 0.07 *
********************************************************************************************* CARACTERISTICAS ACUMULATIVAS 193095.5 1329.1 1676.5 13112.9 0.00 3.21 0.07 *********************************************************************************************
********************************************************************************************* REPRESENTACION
y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 8 ** * # DE PUNTOS 31 ** DEL RIO MORONA . CODIGO 2111B *, DE ESTACIONES HIDROMETRICAS: O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM)
********************************************************************************************** *
115
61
62
63
. . .3 2 1
5l.
ECUADORS l.
55
6 7
66
8 9 10
67
f----.-12 11
68eCUADOR
15 1l. 13
6~
70
25 21. 23 22 21 20/'./ /' /// /' //././/////./ ///.////~ 19 17
71
18 1~2G 27 ,
72
29 28
J30 73
31 71.
32 33 3[. 3') 3G
75
37 38 39
7G
l.0 l.1 ~2 l.3 l.l.
L5 L75L
LGTL8 77
55l.9 50 51 52 53
78 56
GO 59 58 57
79
- MARA ÑON.-..::r ~RIO MEDIO ( 2111A)
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCIAL
H IDROELECTRICO PASTAZA 2112 Fig. 81NACIONAL FLOW DIAGRAM:
116
DEL ECUADOR
200.0
63
61.
1 2
65
1. 3
66
67
5 6
68
7 811
G9
12
70 15
139 10
16
71 11.
19 18 17
72
20 2\
73
DEL ECUADOR 22 23 21.27
71.
100.0 28
~'
.25 26
29 1.0 7S
50 51 52 53 51. 55 56 57'1.
5&1.9
59 &032 35 38
76
31 31. 37 1,) 1.8
77
30 33 36 1.2 4761 62
"78
1.6 1.52 29 6 .8
\
RIO MARAÑON BAJO (2111.)
EV ALUAC ION DEL DI AGRAMA FLUVIAL:
POTENCIALTIGRE 2113 Fig. 82H IDROELECTRICO
NACIONAL FLOW DIAGRAM:117
***********.*.**********************************~**************..~..~~ ~*.********
"REPRESENTACION y CARACTERISTICAS DE LA CUENCA * 20 *
* *~ 79 *
" DEL RIO PASTAZA , CODIGO 2112 *# DE ESTA 0N_ JMETRICAS O *
***************************************************************** .*** ******************
*TRAMO *
PUNTOS * ALTURA LLUVIA LONG FAC R PENO. DENSIDAD *
*****************************"**** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *
DE A *(KM"KM) (METROS) (MM/ANO) (KM) (-) (%) (1!KM) *********************************************************************************************
"....
"*..
*..
..
*..
*..
*********
234567891011,21314151617181920
LATACUNGAVERDE GRANDELLUKINONIOJAPALORACOPATAZACAPAHUARI EROTUNOCHECHEROTOBOBONAZATUNIGRAMACAPAHURICHECHERETAHUASAGAMENCHARIHUITUYACURIMACHICHAPULIMAHUACAUNGURAHUIPASTAZA
146811131618202628303237404549545761
357101215'719252729313639444853566079
2625.0225.0155.0
1343.0879.01086.0515.O221.O
3800.0210.0230.0589.0
3408.0945.0
4040.02403.03139.O510.0766.0
13908.0
3864.53347.82220.61916.2973.0792.8748.9571.2713.5370.0338.0386.4357.2282.5288.2300.8270.8300.5243.51471.6
1679.01800.52336.52601.32685.62690.82685.02626.52635.02499.02476.62510.52490.02441.32444.32452.72435.42451.32421.72310.3
85.030.040.080.070.0100.050.030.0
230.040.040.050.0190.0'08.0219.0140.0195.0105.0185.0705.0
0.360.250.100.210.180.110.210.250.07O.
'
30.'40.240.090.080.08O.'20.080.050.020.03
4.4910.373.122.351.190.330.562.230.640.470.440.420.230.210.170.280.180.210.140.99
0.030.130.260.060.080.090.100.140.060.190.170.080.060.110.050.060.060.210.240.05
******************************************************************************************************************
*CARACTERISTICAS DE LA CUENCA 40997.0 1077.3 2389.1 2692.0 0.0' 0.87 0.07 *
****************************************************************************************************************************************************************************************
********************************************************************************************
* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * I DE TRAMOS 20 *
* * I DE PUNTOS 78 ** DEL RIO TIGRE , CODIGO 2113 * I DE ESTACIONES HIDROMETRICAS O **********************************************************************************************
TRAMO*
PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM)
*********************************************************************************************
**"******************
1234567891011121314151617181920
SHINGUITOPORTILLOSAN ANTONIOSTA BARBARAHUANGANOYACUBARATILLOTANGARANAINTUTOPORTALPAVAYACU ASHIVICYACUMACOSANIPLATANOYACUSABALOYACUPAVAYACUCAPIRINACOPALYACUCORR lENTESTI GR ILl O
TIGRE
3579111520222527303336394145506163
246810141921242629323538404449606278
290.0290.0440.0370.0780.01460.04050.0260.0560.0270.0870.01400.01070.0910.0740.O
1360.01200.05110.0790.0
11900.0
482.0488.4442.2442.0404.5434.5435.2382.0329.7324.6428.5456.3442.5393.0410.2401.2382.2415.9267.5333.0
2983.62982.32991.62991.62999.12993.12993.02986.62957.82954.72994.32988.72991.52994.12998.02988.62984.22988.52894.32922.3
20.015.030.030.040.0125.0200.040.060.035.055.0100.080.060.040.095.0110.O290.050.0
439.0
0.72,
.290.490.410.490.090.10O.'6O.
'6
0.220.290.140.170.250.460.150.100.060.320.06
0.751.030.580.630.620.280.220.690.520.680.330.340.360.340.610.380.450.390.550.30
0.070.050.070.080.050.090.050.150.110.130.060.070.070.070.050.070.090.060.060.04
*********************
* ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 34120.0 386.1 2963.8 1914.0 0.00 0.39 0.06 *****************************************************************************************************************************************************************************************
RIO M ARAÑON MEDIO (2111 A)
5290.7
RIQ HUALLAGA INF. 217&.058 2 1>
( 2118 B J
59 3
8 7 G 5 t..
60
13 12 11 10 9
61
15 11,
(;2 17 16
20 1!) 18
63
3t.. 2321 22 33 32
61, 35 21,
1,2 /.1 311,0 2739 38 37 36
GS
/,7 30 2G
6G
1,8 2!) 25
50103 1.1.
TlGRE(2113)
49 672196.8
28
51 S2 S3"G
SI, SS SG 57
68
45
G9
, 111,11.6
RIO AMAZONA S ( 2301 J ~R10 UCAYALI (2208C)
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENC IALBAJO M ARAÑaN 211" Fig. 83HIDROELECTRICO
NACIONAL FLOW DIAGRAM119
33
31,
1 235
3G
-5 6 7
1. 37
3 38
-
10 9 8
39
1.0
11 12
MAGUNCHAL (17.6)1,1 221506 [6]
--15 ,1, 13
1.2
1& 17
QDA. HONDA ( 3.9)1.3 221501. [l.]
-20 ~18
1,1,
21 22
TOMAQUE (2.1.)1.5
221':107[7] _
-23 21. 25
I.G
27 2G
1.7
28 29 30
1.8
32 31
1.9
~RIO ALTO MARAÑON (2101 )
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCIAL
H IDROELECTRICO UTCUBAMBA 2115 Fig. 84
NACIONAL FLOW DIAGRAM:120
*1 PAVAYACU 1 3 1620.0 180.4 2380.4 100.0 0.16 0.12 0.06
** 2 NUCURAY 4 8 2580.0 178.7 2378.7 180.0 0.08 0.10 0.07
**
3 URITUYACU 9 13 3820.0 176.8 2376.8 170.0 0.13 0.12 0.04*
* 4 YANAYACU 14 15 390.0 176.5 2375.8 50.0 0.16 0.24 0.13*
*5 PATAYACU 16 17 300.0 174.O 2374.0 30.0 0.33 0.32 0.10
**
6 CUINICO 18 20 1050.0 171.7 2371.6 55.0 0.35 0.30 0.05*
*7 SHIRICYACU 21 22 360.0 171.7 2371.7 35.0 0.29 0.29 0.10 *
* 8 YURACYACU 23 24 380.0 174.3 2374.3 30.0 0.42 0.33 0.08*
* 9 PACAYACU 25 27 740.0 172.9 2372.9 70.0 0.15 0.20 0.09*
*10 PATAYACU 28 31 1510.O 199.6 2397.2 115.O 0.11 0.27 0.08
**
11 TIGRILLO 32 35 1560.0 182.3 2381.5 120.0 0.11 0.23 0.08*
*12 CHAMBIRA 36 42 3280.0 181.5 2380.6 176.0 0.11 0.25 0.05
**
13 YANAQU ILLO 43 44 390.0 147.4 2347.4 30.0 0.43 0.22 0.08*
*14 CAUCHIO 45 46 70.0 177.0 2377.0 35.0 0.06 0.28 0.50
**
15 YANAYACUGRAN 47 49 1710.0 169.5 2369.4 95.0 0.19 0.16 0.06 **
16 SAMIRIA 50 57 ,15 580 . O 177.1 2377.0 270.0 0.21 0.15 0.02*
*17 MARANONINFER 58 69 9390.0 169.1 2368.0 306.0 0.10 0.24 0.03
** *********************************************************************************************
*CARACTERISTICAS DE LA CUENCA 44730.0 176.0 2375.6 1867.0 0.01 0.20 0.04
**********************************************************************************************
TRIBUTARIOS CONSIDERADOS SEPARADAMENTE*
*********************************************************************************************
MARAN M/HGA 58 285659.1 1312.4 1589.4 18564.0 0.00 2~83 0.06*
*TIGRE 67 34120.0 386.1 2963.8 1864.0 0.01 0.40 0.05
*******************************************************************1***************************
CARACTERISTICAS ACUMULATIVAS 364509.1 1086.2 1814.5 22295.0 0.00 2.41 0.06*
********************************************************************************************
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA
*# DE TRAMOS 17 *
* * # DE PUNTOS 69 ** DEL RIO BAJO MARANON , CODIGO 2114 *
# DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO * PUNTOS
*ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *
DE A *(KM*KM) (METROS) (104M/ANO) (KM) (-) (%) (1/KM) ********************************************************************************************** *
***********************************************..******************************************** REPRESENTACIUN y CARACTERISTICAS DE LA CUENCA * , DE TRAMOS
'7 ** _ * # DE PUNTOS 49 ** DEL RIU UTCUaAM8A . CODIGO 2115 * # DE ESTACIONES HIDROMETRICAS' 3*************************************************************************************.;.*****
* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM DREN**CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (S)' (1/KM;*
***************************************************************************************************************
234567391011121314151617
LA JALCACHILIQUINSONCHELAI~UDTOTOSTACATALINA1STACATALINA2YANCHICATEQDAHONDA SUPQOAHONDA II~FPUCACAPALL INSUPCAPALLININFCAJARUROTOMAQUENINOUTCU3AMBA
35811131416181921232426283133
247
1012141517192022242527303249
106.0
2'7.O550.0350.0108.0980.0150.0118.O240.030.0
'98.0173.070.083.0
340.0135.O
3659.0
2683.01941.41924.52441.81598.1, 921.O1863.02773.11633.3691. O
2012.91805.91734.01408.21750.81412.61873.6
1030.9833.6834.8972.2763.2337.4820.01059.4781 .5594.8859.8811. O791. O726.4800.6724.2837.8
11.O11.O33.012.O10.O38.03.0'5.O9.04.0
14.O17.03.013.O15.O12.O
164.0
0.831.790.512.431.080.68
*16.
0.522.961.871.O10.607.780.491.510.940.14
, ,
.899.605.35
,0.54
11.323.64
40.4313.89
l' .674.85
'4.549.09
41.437.53
14.148.397.51
0.100.050.060.030.090.040.020.'30.040.130.070.100.040.160.040.090.04
*'
************************************************************************************************************
* CARACTERISTICAS DE LA CUENCA 7507.0 1902.8 840.4 384.0 0.05 8 7.
***~**************************************************************************;*~****~;~;*************************************************************************~**********************-
12'
10
BALSAPATA (16.9 I 1111221G01 [1]
12
2 1
13
lo 3
14
7 6 S
113
8 9
1&
~RIO MARAÑON MEDIO I 2111 Al
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCIAL
HIOROELECTRICOCH IRIACO 2116 Fig. 85
NACIONALFLOW DIAGRAM:
122
!)
10
11
~12
12
-
3 4
13
G S
l'
7 8
15
~RIO MARAÑON MEDIO (2111A)
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCIAL NIEVA 2117 Fig. 86HIDROELECTR ICO
FLOW DIAGRAM:NACIONAL
123
* ** 1 AFLUENTE A 1 2 240.0 2099.7 874.1
'
6.O 0.94 7.08 0.07*
*2 AFLUENTE a 3 4 300.0 1866.7 821 .4
'
4.o , .53 10.00 '0.05 ** 3 SHUSHUNGA 5 7 700.0 1669.3 785.2 40.0 0.44 4.05 0.06 *
*4 AFLUEIHE C 8 9 385.0 920.1 632.2 30.0 0.43 3.15 0.08 *
* 5 CHIRIACOSUP 10 11 810. o 2341 .'
933.4 50.0 0.32 1.73 0.06*
* 6 CHIRIACOINF 11 16 1690.0 1630.7 774.O 97.0 0.18 3.76 0.06*
*1 NUMPATYACU 1 2 540.0 761 .1 6'0.3 50.0 0.22 O.
'5 0.09
** 2 Ai>18UJA 3 4 240.0 608.3 583.6 30.0 0.27 0.30 0.12 ** 3 QUINGUIZA 5 6 220.0 465.5 559.8 25.0 0.35 0.20 0.11
**
4 CHIANGOS 7 8 370.0 432.2 554.8 50.0 0.15 0.07 0.14*
*5 NIEVA 9 15 2960.0 763.5 612.7 180.0 0.09 O.'O 0.06
** *
* REPRESENTACION y SARACTERISTICAS DE LA CUENCA * # DE TRAMOS 6 *
* * # DE PUNTOS 16 ** DEL RIO C~IRIP~0 , CODIGO 2116 * # DE ESTACIONES HIDROMETRICAS 1 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM) ****************.****************************************************************************
* ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 4125.0 1754.9 803.2 247.0 0.07 3.89 0.06 *****************************************************************************************************************************************************************************************
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 5 *-* * # DE PUIHOS 15
** DEL RIO NIEVA , CODIGO 2117 * # DE ESTACIONES HIDROMETRICAS o ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD **************-*-***********J******** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM)
********************************************************************************************** *
********************************************************************************************* CARACTERISTICAS DE LA CUENCA 4330.0 711.' 603.' 335.0 0.04 0.'3 0.08 ****************************************************************************************~*********************************************************************************************"***
124
--IS8
159
160
161
1 2
162'1"
5 1. 3 15 11
1 (;3
e 16 12& 7 8
161. 17 13
25t33
-
3"32
23'31 30 29 28 27 2G10
PUENTE TARUCA (65.81 I l' GS2J
I221809 [9J 91
16618 19 22
37 36 35 21
1G7 I1zo
i 1.0 39 38I
~~1,2-:1
16c)
'~ 170I . .i 1.7 1.6It'71
5652~
55 S" 53
I172.~. . I
57
"1"
173 51 50
i . .l
ÚO S9
171,i
~175
l. · .: 6S 61, G3tI
E- . . .I
69 68 67 66
it-
EVALUACION DEL DI A GRAMA FLUVIAL:
POTENCIAL
HIOROELECTRICOH UALLAGA SUP 2118A Fig. 87
NACIONAL FLOW DIAGRAM : 1/2 _. 12f
72 71 70
178 95
"
J'~~: ,
" " 9778 7G 75
96
17973
180 100
113 111
118120
119
121
181
117 11() 115 114
REQUENA(216.1)182221804 [4J
122 123 124 125
183SAN CRISTOBAL (19.6)
221803[3J
129 128 127 126
184
130 131
SHANAO (391. 1)185 221802 [2J.
149141
148 147 13914G
18G
140 138
187
152150 151
CUMBAZA (8.11188 153 221801 [1]
157 156 155 154
189
2287.4
RIO HUALLAGA IN F.
(2118B)
87
88
92 91
85
109 108 107 10G 10584 82 80
83 81 79
134r32
135 . 33
--,
"144 il.3 142
1177
EVALUACION DEL
POTENCIAL
H I DROELECTRICO
NACIONAL
DIAGRAMA FLUVIAL:
HUALLAGA SUPFLOW DIAGRAM:
126
13(j
137
145
2118A Fig. 88
2/2
********************************************************************************************
*REPRESENTACION y CARACTERISTICAS DE LA CUENCA
*, DE TRAMOS 58
** *
, DE PUNTOS : 189*
*DEL RIO HUALLAGA SUPERIOR CODIGO 2118A
*, DE ESTACIONES HIDROMETRICAS 5
*,
***********************************************************************.****...**..*******..
*TRAMO . PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. .
*CODIGO* NOMBRE*
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (~) (l/KM) .
**********************************...*******..**********.*.********.**.*..***.************..
* **
1 PUCURHUAY 1 2 147.4 4071.0 999.2 20.0 0.37 5.82 0.14 .
*2 TINGO 3 5 292.7 3988.4 968.6 38.0 0.20 4.43 0.13 .
*3 BLANCO 6 8 265.2 3991.7 968.9 33.0 0.24 7.06 0.12
**
4 HUASCACOCHA 9 10 183.6 4410.3 1090.8 22.0 0.38 4.66 0.12*
* 5 USHUGOYA 11 13 161.1 4113.4 1010.6 28.0 0.21 6.02 0.17 ** 6 NILAILA 14 17 266.4 3924.6 947.0 39.0 0.18 6.03 0.15
**
7 QUIO 18 19 67.3 4005.3 981.4 17.O 0.23 10.15 0.25 .
*8 CHACACHINCHE 20 23 268.0 3804.4 910.0 28.0 0.34 9.39 0.10 *
*9 HUACARI 24 25 100.0 3507.1 803.5 16.0 0.39 9.99 0.16 *
*10 HUERTAS 26 34 1097.5 3847.7 921.2 104.0 0.10 6.80 0.09 .
*11 HIGUERAS 35 37 710.9 3220.9 730.9 52.0 0.26 3.81 0.07 .
*12 CONCHUMAYO 38 40 922.8 3013.3 667.3 56.0 0.29 3.75 0.06 .
* 13 TAMBOGAN 41 42 340.3 3003.3 1751.0 45.0 0.17 2.78 0.13*
* 14 PANAO 43 45 592.5 2665.3 1630.3 50.0 0.24 3.94 0.08 ..
*15 CHINCHAO 46 47 405.9 2211.5 1504.4 29.0 0.48 4.92 0.07 *
* 16 CAMOTE 48 49 626.1 1772.4 1303.3 41.O 0.37 2.49 0.07 .
*17 MONSON 50 52 888.0 1817.8 1368.1 63.0 0.22 3.29 0.07 .
* 18 PATUY RONDOS 53 56 1274.9 2643.2 1651.7 75.0 0.23 4.38 0.06 **
19 TULUMAYO 57 58 1090.7 937.3 1308.2 61.0 0.29 0.49 0.06 .
* 20 CUCHARA 59 60 591.2 1017 .1 1296.3 48.0 0.26 1.37 0.08*
*21 MAGDALENA 61 62 532.8 818.2 1310.1 56.0 0.17 1.21 0.11
** 22 STA MARTHA 63 65 1139.2 1948.5 1524.7 82.0 0.17 2.89 0.07 .
* 23 CHUNTAYACU 66 69 2338.5 2450.7 1633.0 113.O 0.18 2.99 0.05 ** 24 TOCACHE 70 72 1377 .2 1877 .9 1354.0 77.0 0.23 2.27 0.06
**
25 COTOMONO 73 74 572.6 1518.9 1268.1 52.0 0.21 2.05 0.09 **
26 MISHOLLO 75 78 1180.7 2425.5 1615.6 90.0 0.15 2.88 0.08*
* 27 HUAMBO 79 80 1102.4 960.7 1296.2 83.0 0.16 0.20 0.08 *. 28 PUCAYACU 81 82 373.2 1500.5 1262.6 34.0 0.32 2.07 0.09 .
* 29 S IMACA 83 84 503.0 1201.4 1280.0 42.0 0.29 1.06 0.08 .
*30 HUABAYACU 85 86 976.5 1830.5 1312.6 56.0 0.31 2.34 0.06
**
31 MOLLON 87 88 571.O 3002.5 1750.7 44.0 0.29 3.42 0.08 ** 32 PAJATEN 89 90 1111.4 2021 .5 1410.5 67.0 0.25 2.16 0.06 .
* 33 JEPELACHE 91 94 2055.0 2285.5 1546.6 116.O 0.15 3.42 0.06 .. 34 TUMAC 95 96 386.6 3022.0 1755.7 26.0 0.57 5.38 0.07 **
35 CURVO 97 99 1182.4 2585.0 1607.2 69.0 0.25 4.70 0.06 .
*36 ABISEO 100 102 2102.0 1500.1 1394.9 115.O 0.16 1.70 0.05 *
* 37 PACHILLA 103 104 690.5 500.1 1375.0 71 .O 0.14 0.26 0.10 .
*38 HUALLABAMBA 105 113 4289.5 1563.2 1399.0 231. O 0.08 1.58 0.05 .
*39 SAPOSOA 114 117 1966.2 1097.3 1303.6 117.O 0.14 1.45 0.06 .
*40 CHUPICHOTAL 118 119 849.7 753.2 1319.7 30.0 0.94 1.42 0.04 *
* 41 BIABO SUP 120 124 5616.6 654.8 1340.1 217.0 0.12 0.62 0.04 .
* 42 BIABO INF 124 125 155.1 480.0 1380.0 10.0 1.55 2.07 0.06 .
* 43 SISA SUP 126 128 1652.0 866.0 1315.3 102.0 0.16 0.98 0.06 ** 44 SISA INF 128 129 50.0 450.0 1387.5 8.0 0.78 2.25 0.16 **
45 PANASA 130 131 990.4 744.7 1324.2 51.O 0.38 1.11 0.05 ** 46 SERRANO 132 133 370.7 2600.9 1660.2 42.0 0.21 2.91 0.11 .
*47 CANDAMO 134 135 386.1 2202.4 1500.7 41 .O 0.23 2.90 0.11 *
*48 TONCHIMA 136 137 1509.6 920.9 1299.8 90.0 0.19 0.09 0.06 .
* 49 MORROYACU 138 139 955.0 1118.6 1291.6 40.0 0.60 2.86 0.04 .
*50 TARAPOTO 140 141 415.0 724.6 1326.4 43.0 0.22 1.15 0.10 .
* 51 MAYO SUP 142 147 4644.4 1344.6 1356.1 209.0 0.11 0.97 0.05*
* 52 MAYO INF 147 149 642.4 384.9 1403.0 40.0 0.40 0.49 0.06 **
53 CHIPURANA 150 151 1551.2 408.3 1398.5 76.0 0.27 0.46 0.05*
*54 YANAYACU 152 153 691.6 481.0 1379.8 45.0 0.34 0.63 0.07
** 55 CAINARACHE S 154 155 452.0 837.8 1306.2 32.0 0.44 1.40 0.07 .
* 56 CAINARACHE I 155 157 720.0 467.9 1380.7 55.0 0.24 0.97 0.08 .
* 57 HUALLAGA SUP 158 165 1096.7 3558.9 832.5 101.O 0.11 5.74 0.09 .
*58 HUALLAGA MED 165 189 17638.0 1005.0 1311 .5 686.0 0.04 1.45 0.04 .
.***..****.*.....**...********.****...*******.**........*...***...**...*.***.***********..****
*CARACTERISTICAS DE LA CUENCA 75129.6 1496.3 1344.3 4324.0 0.00 2.32 0.06 *
*****************.***..******.*.*******.******..*..*********.*********..*.~...*...*.*.**.***.*****************.**.**...*..**.*******..****.***.***.*****.*****..*.*******.****.*****.***
127
RIO HUALLAGA SUPo (2118A)
2287.4,
27
28
1 Z.
29
S1.
~730 8 6
12 11 lO 9
31
11. 13
32
1& 16
33
21 1917 18
31. 22 20
26 2S 24 23
3S
2679.2
RIO BAJO MARAÑON
(2114 )
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCI AL HUALLAGA INF 2118 B Fig. 89HIDROELECTRICO
FLOW DIAGRAM:
28 NACIONAL
127
128
129
3 2 1
S7 130
8 7 6S8 5
131
S9 - 1.11
1032 31 30
132
ÚO 912 13
3S 3l. 33 11. 15 16 17
1
133
úl18 19 20 21 22
---------------.38 37 36
l.3 13t.
t ú221. 23
l.l.1.2 1.1 1.0 39 26 25
135
1.5 63 . 5129 28 27
1.6 PAUCARTAMBO (16.3 )
2301.01. :41 52 13 ú
- -
úl. - 67 68 (-.9 70 71 721.8 ÚS 66 SO SI. S6
137
1.7 1.9 53 SS
73 71.
138
75 7ú77 78
~139. 86 81. 8279 80 81
11.0 87 85 83
92 91 90 89
88
1
RIO VILCANOTA
112.3
(2202 )
-- f -EVALUACION DEL
1:;POTENCIAL
H IDROELECTRICO
NACIONAL
DIAGRAMA FLU V lA L:
URUBAMBA 2201
~Fig. 90
1/2~ ,.....-..- 129
FLOW DIAGRAM:
1l.1
91. 93
11.2
9G 9
11,3
. .97 98
11.1.
100 99
1/,5
['"102 lO
101. 11.G
07 108 109 1lO10G
10!\- 11.7
113 11t.112
115
111- "8
11G 117
1¿!)
---.--1~9 11
ISO
120 121
151
121, 125 126123
152
122 1191, m 3/5,
EVALUACION DEL
POTENCIAL
H IDROELECTRICO
NACIONAL130
'5
8
RIO UCAYALI (2208C) ~ RIO TAMBO
DIAGRAMA FLUVIAL:
URUBAMBA 2201
FLOW DIAGRAM:
(22088)
Fig. 91
2/2
***.***************************************************************************************** REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 12 *
* *# DE PUNTOS 35 I!
* DEL RIO HUALLAGA INFERIOR, CODIGO 2118B * # DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE .. DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM) *.*******************************************************************************************
**
*.. MATADORSHANUSICACHIYACUCHARAPILLEPARANAPARIZAPOTEYACUSHISHINAHUAARMANAYACUNURACYACUZAPOTEAIPENAHUALLAGAINF
***..
*..
*..
***
23456789101112
1357913151719212327
24681214161820222635
1450.31463.4761.9773.O
2542.0978.01308.2705.0783.4895.01648.04125.0
230.0426.5503.1422.3368.6179.3185.9180.6180.0169.5158.9180.7
1434.01393.51374.81394.61406.51446.21444.31445.81446.01449.11452.31445.8
70.0120.056.049.0132.046.083.057.062.095.0
147.O241.O
0.300.100.240.320.150.460.190.220.200.100.080.07
0.100;230.640.530.700.070.050.100.050.030.030.10
0.050.080.070.060.050.050.060.080.080.110.090.06
***********..*
********************************************************************************************* CARACTERISTICAS DE LA CUENCA 17433.2 255.3 1430.0 1158.0 0.01 0.20 0.07 ********************************************************************************************** TRIBUTARIOS CONSIDERADOS SEPARADAMENTE ********************************************************************************************** HUALLAGA S 27 75130.4 1515.0 1402.7 4324.0 0.00 2.36 0.06 ********************************************************************************************** CARACTERISTICAS ACUMULATIVAS 92563.6 1277.7 1407.8 5482.0 0.00 1.90 0.06 *********************************************************************************************
-._******._.*-* *...* **.*.*..*.***** ****.*******************.*******.******
* REPRESENiACION y CARACiERISilCAS DE LA CUENCA * # DE TRAMOS 46*
* * # DE PUNTOS : 152 ** DEL RIO URUBAMBA . CODIGO 2201 * # DE ESiACIONES HIDROMETRICAS: 1 **.* ***..***..**.* *.*..**.* ******.******************************************
*iRAMO * PUNTOS * ALiURA LLUVIA LONG FACTOR PENO. DENSIDAD *
***********~********************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE
*DE A *(KM*KM) (METROS) (MM/ANO) (KM) ,(-) (%) (l/KM) *
**.*.***.***.*..**...*...****..**** *****************.*************************.*********
* ** HUAROCONDO 1 3 737.4 3779.0 673.4 49.0 0.31 3.73 0.07 ** 2 HUADQUINA 4 5 271.0 3477.5 1126.8 20.0 0.68 12.68 0.07 *~ 3 SANiA iERESA 6 8 290.8 3706.7 1138.2 35.0 0.24 6.85 0.12 *
* 4 LUCMA 9 11 1036.2 3288.7 1121.6 68.0 0.22 4.37 0.07*
*5 SANTA MARtA 12 13 387.4 3071.1 1103.4 47.0 0.18 3.71 0.12 *
* 6 ACOBAMBA 14 17 977.1 2564.1 1085.8 62.0 0.25 8.10 0.06 **
7 YANATILI 18 22 2238.5 2218.1 1073.4 132.0 0.13 2.79 0.06 **
8 ICHIQUIATO 23 24 383.5 1018.3 1209.9 34.0 0.33 1.17 0.09*
*9 CONAORTAYOC 25 26 556.4 2027.7 1061.3 52.0 0.21 2.57 0.09 *~ 10 CONCEBIDAYOC 27 29 824.4 2038.6 1095.9 82.0 0.12 3.02 0.10 *
* 11 PINCHIMURO 30 32 165.5 4629.9 776.0 21.0 0.38 8.94 0.13** 12 LAURAMARCA 33 35 136.2 4475.7 749.2 22.0 0.28 6.20 0.16 *
* 13 PALIAMAYO 36 38 159.9 4146.3 715.2 24.0 0.28 4.39 0.15 ** 14 CAiCA 39 42 229.9 3837.6 680.5 31.0 0.24 3.52 0.13
** 15 JACHACALLA 43 46 282.9 4305.0 734.3 28.0 0.36 8.28 0.10 ** 16 MICA 47 48 278.6 3557.6 646.8 25.0 0.45 2.64 0.09 **
17 COLLUME 49 50 166.9 3380.2 633.8 21.0 0.38 2.13 0.13*
* 18 COLQUEPATA 51 52 287.0 3253.0 625.7 29.0 0.34 4.72 0.10 ** 19 EXIS 53 54 463.3 2436.6 639.9 27.0 0.64 3.01 0.06
**
20 LACO 55 56 346.6 2109.6 741.1 40.0 0.22 1.07 0.12*
* 21 YAVERO SUP 57 65 1146.2 3910.1 692.3 86.0 0.15 4.68 0.08 ** 22 YAYERO INF 65 72 3938.3 2447.7 678.4 231.0 0.07 1.62 0.06 **
23 TICUMPINEA 73 74 1153.0 1731.8 850.4 70.0 0.24 1.93 0.06*
*24 ilMPIA 75 76 738.4 1576.3 897.1 77.0 0.12 1.42 0.10
** 25 CASHIRIANE 77 78 604.8 1503.4 919.0 64.0 0.15 1.30 0.11 ** 26 CAMISEA 79 81 1108.7 1359.7 1000.8 98.0 0.12 1.34 0.09
** 27 PAROiORI 82 83 353.0 2027.3 766.3 41.0 0.21 2.98 0.12 ** 28 ROMANA 84 85 843.0 1979.3 778.6 72.0 0.16 1.76 0.09
** 29 PAGORANI 86 87 628.0 1322.0 1025.2 50.0 0.25 1.90 0.08 I!
* 30 PICHA 88 92 1354.8 1580.6 1030.4 95.0 0.15 2.21 0.07 *********~**********************I!************************************************************
131
* 31 HUIPAYA 93 94 938.4 1024.2 1190.3 67.0 0.21 0.82 0.07 ** 32 HUIRITIRICAY 95 96 232.2 583.8 1715.4 26.0 0.34 0.58 0.11 ** 33 PAQUIRIA 97 98 767.9 452.3 1847.7 57.0 0.24 0.03 0.07 ** 34 SANCHA 99 100 532.1 801.9 1448.5 52.0 0.20 0.73 0.10 ** 35 MIARIA 101 102 175.8 609.5 1687.9 39.0 0.12 0.46 0.22 ** 36 SERJALI 103 104 963.0 505.7 1795.4 67.0 0.21 0.06 0.07 ** 37 AMASISA 105 106 691.5 468.9 1831. 1 75.0 0.12 0.06 0.11 ** 38 MISHAGUA 107 110 2491.5 475.5 1824.5 140.0 0.13 0.08 0.06 ** 39 SHEHA 111 112 821.4 465.7 1834.3 59.0 0.24 0.06 0.07 ** 40 SHEPAHUA 113 115 2380.1 457.0 1843.0 170.0 0.08 0.04 0.07 ** 41 PINRIA 116 117 752.8 385.4 1914.6 45.0 0.37 0.07 0.06 ** 42 SEPA 118 119 1206.7 651 .7 1635.9 89.0 0.15 0.36 0.07 ** 43 MAPALIA 120 121 387.3 390.3 1909.7 42.0 0.22 0.16 0.11 ** 44 MISHANSHA 122 123 1432.3 463.2 1836.8 102.0 0.14 0.06 0.07 ** 45 INUGA 124 126 3518.5 441 .7 1858.3 163.0 0.13 0.10 0.05 *'* 46 URUBAMBA 127 152 12661.7 1544.8 1173.1 610.0 0.03 2.57 0.05 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 52040.8 1577.0 1253.3 3536.0 0.00 2.03 0.07 ********************************************************************************.************* TRIBUTARIOS CONSIDERADOS SEPARADAMENTE **********************************************************************************************
VILCANOTA 127 7271 .7 4365.8 752.9 682.0 0.02 4.71 0.09 ********************************************************************************************** CARACTER 1ST ICAS ACUMULATIVAS 59312.5 1918.9 1192. O 4218.0 0.00 2.46 0.07 *********************************************************************************************
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA
* I DE TRAMOS 14 ** * # DE PUNTOS 71
** DEL RIO VILCANOTA CODIGO 2202
*.
# DE ESTACIONES HIDROMETRICAS 1 *,********************************************************************************************* TRAMO * PUNTOS
*ALTURA LLUV IA LONG FACTOR PEND. DENSIDAD *
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN.**CODIGO* NOMBRE
*DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *
********************************************************************************************* **
1 CULLUNUMA 1 3 343.7 4909.2 834.1 32.0 0.34 2.52 0.09 ** 2 HUANCANE 4 5 288.1 4920.9 836.2 27 .0 0.40 1.86 0.09 ** 3 PUMANUTA 6 7 181. 6 4967.9 844.4 22 .0 0.38 4.05 0.12 ** 4 CULLUNUMA 8 10 251 .2 4583.1 778.4 25.0 0.40 4.06 0.10 ** 5 AUCARA 11 12 180.7 4630.5 785.3 24.0 0.31 2.28 0.13 ** 6 ACCO 13 16 523.8 4675.4 795.6 50.0 0.21 2.35 0.10 ** 7 HERCA 17 22 623.9 4218.5 724.3 63.0 0.16 3.14 0.10 ** 8 VILCANOTA 23 30 958.5 4077.9 711. 6 78.0 0.16 3.83 0.08 ** 9 YANAMAYU 31 34 190.3 4652.8 789.8 27.0 0.26 3.89 0.14 ** 10 PITUMARCA 35 40 505.2 4649.3 791.8 54.0 0.17 6.94 0.11 ** 11 TIGRE 41 43 162.4 4428.4 754.4 24.0 0.28 7.78 0.15 ** 12 CHUYMAYU 44 46 110.3 4119.7 714.9 21. O 0.25 6.92 0.19 ** 13 HUATANAY 47 51 478.1 3672.2 667.2 42.0 0.27 5.06 0.09 ** 14 VILCANOTA 52 71 2473.9 4284.1 741 .7 193. O 0.07 6.18 0.08 *
*********************************************************************************************
REPRESENTACION y CARACTERISTICAS DE LA CUENCA * I DE TRAMOS 46 ** * I DE PUNTOS : 152 ** DEL RIO URUBAMBA , CODIGO 2201 * # DE ESTACIONES HIDROMETRICAS 1 *********************************************************************************************
* TRAMO W PUNTOS * ALTURA LLUVIA LONG' FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** *
* *********************************************************************************************
* CARACTERISTICASDE LA CUENCA 7271.7 4365.8 752.9 682.0 0.02 4.71 0.09 *****************************************************************************************************************************************************************************************
133
29
30
4?31
43
32
44 4 5 4628
27
26
109
110
111
112
..2
ANGOSTUR A (11. B)113
¡ 2 3o 5 o 1) [11
114
115
6 5 4
7116 8
12 11 10 9
117 201819
13 11, 15 17 16
118 21
39 4025 24 23 22
41 119
1,7 48 4938
120
3752 51 50
36 121
53 54 55
122
123
;6 57 58
124
60 59
125
134
EVALUACION DEL
POTENCIAL
HiDROELECTRICO
NACrONAL
DIAGRAMA FLUVIAL:
A PUR I M A e s u P 2203 AFLOW DIAGRAM:
112
Fig. 93
126
127
128
lZ9
130
66 e.s 6/, 63 &2 61
131
132
133
13'. .'-67 68
. 135
103
JlÓB 107 106 105 ID/,
1/'3,9 9' 87 86m3/Seg.
RIO APURIMAC 90 102IN F. ( 2203FJ
. .....698~ 84 '03 82 81101
~88
79 80100
99
78 77 76
98
97
....75 74
96
95
73 72 71- -
94 70
93 , 69
. 92
EVALUAC ION DEL DIAGRAMA FLUVIAL:POTENCIAL APURIMAC SU P 2203 A Fig. 94H rDROELECTR ICO FLOW DIAGRAM
2/2 lNACIONAL
"
27
28
29 1
30 .2
-S 1. 3
31
~6 7 8 9
32
10 11 12 13
I 33
16 IS 11.
34
3S
36
. .19 18 17
37
fo 21 22
38
26 25 24 2;¡
39
.403
52.2 mIs
RfO APURIMAC INF.
(2103F)
EVALUACION DEL DIAGRAMA FLUV I AL:POTEN CI AL
SANTO TOMAS 2203 B Fig. 95H IDROELECTRICO
NACIONAL FLOW DIAGRAM :36
***********************************************************4********************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA
*# DE TRAMOS 31 *
* * # DE PUNTOS : 135 ** DEL RIO APURIMAC SUPERIOR, CODIGO 2203A * # DE ESTACIONES HIDROMETRICAS 1 *********************************************************************************************
*TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** ********************************
123456789
101112131415161718192021222324252627282930
31
HUARHUAKCOCAYOMANIICHUCANASANUHUAYLLUMAYOJARO MAYOJAPO MAYOQUEROCASILLOCHAQUIMAYOPALLPATAMAYOHUICHUMACANIPIASALADOTAcnPICHIGUATACUMAYOCANINCORALIVITACAPARUROCALQUEMAYOCACANSAMAYOQUINICATACAYCHAPAMPASAINATACH ILLOROLLALIMAMAYOUCUCHAVElILLEAPURIMAC 1APURIMAC 2
1479
13161822262933363942505356596167697174767981868892
109113
368
12151721252832353841495255586066687073757880858791
108113135
676.4204.1147.6461.1152.5121 .3280.1554.0
65.5345.2383.6269.8395.8980.8186.1234.8247.3157.8769.3159.4207. 9437.8165.6239.3147. 3314.5137.3187. 4
1767.2624.5
2516.3
4531 .54566.74614.84486.24217.64177.14274.74347.04268.84376.44158.24161.64332.34136.44174.84054.74093.04297.64207.24079.34749.24685.14481.24362.43975.74168.74130.34112.84108.54663.03992.2
713.471 1 .7709.3715.7731. O731.8726.5723.4727.0721.6734.4734.5725.1736.6733.4740.9738.0725.1730.4739.1702.4705.7715.9721.9746.8734.2735.2737.5743.6706.8748.0
45.032.017 .059.030.022.028.052.023.051. O41. O34.046.0
120.028.038.038.023.058.024.027 .043.025.030.024.045.026.030.0
183.0'59.0
221. O
0.330.200.510.130.170.250.360.200.120.130.230.230.190.070.240.160.170.300.230.280.290.240.260.270.260.160.200.210.050.180.05
1 .513.002.041.782.541.783.452.571.841.981.252.251.001.063.081.041.413.166.475.852.792.632.673.052.174.113.226.725.221.915.18
0.070.160.120.130.200.180.100.090.350.150.110.130.120.120.150.160.150.150.080.150.130.100.150.130.160.140.190.160.100.090.09
******************************** *
********************************************************************************************* CARACTERISTICAS DE LA CUENCA 13537.6 4237.5 731.6 1522.0 0.01 3.25 0.11 *****************************************************************************************************************************************************************************************
~******************************************************************************************** REPRESENTACION Y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 9 *
* * 11DE PUNTOS 40 ** DEL RIO SANTu TOMAS , CODIGO 2203B * # DE ESTACIONES HIDROMETRICAS O
********************************************************************************************** TRAMO * PUNTOS
*ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** **********
1234567a9
TIRANERAKAPATACHALLHUANEHUARAJOCONTUIH ACHIHUACALLACHAL L Ar~A Y0
CúCHASAIHO TOr~AS
136101417202327
259131619222640
70.2'85.7313.6330.5211 .7257.4170.7418.71113.5
4802.74624.44648.54452.64473.74091.34178.83866.73978.9
990.4964.8970.2945.8947.9901.6914.1866.8877. O
14.O36.037.037.028.036.025.040.0119.O
0.360.140.230.240.270.200.270.260.08
4.713.955.704.965.784.427.684.757.37
0.200.190.120.110.130.140.150.100.11
********** *
***********.********************************************************************************* CARACTERISTICAS DE LA CUENCA 3072.0 4195.8 909.4 372.0 0.02 5.87 0.12
*****************************************************************************************************************************************************************************************
137
3
l.
5
1 2
6
7
815.1 m3¡s
~RIO APURIMAC (2203FI
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCIAL
H IDROELECTRICOPUNANQUI 2203C Fig. 96
NACIONAL FLOW DIAGRAM :138
15
IG
17
18
)1)
1 2 3 t.
20
21. .G 5
22
11 lO 9 a 7
23
12 13 U 51.5 m3¡s
A PURIMAC I NF (2203F)
EVALUACrON DEL DIAGRAMA FLUVIAL;
POTENCI AL
H IDROELECTRICO V I LCA BAMBA 22030 Fig. 97
NACIONAL FLOW DIAGRAMA;139
-
I
33
3/.
35
36
3 2 1
37
~5 6 7
38
.21 39
22 40
23 1,1
9 824
42
2S11 10. . .
12 13 1443
. 26
44
27 28 29 30 31 3220
&S
19
, 46
106.8 m3¡s18 17 16 15 V- RIO APURIMAC I NF.
( '2. 2 O 3 F )
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCIAL PACHACHACA 2203 E Fig. 98HIDROELECTRICO
NACIONAL FLOW D IAGRAM~40
*1 CONDORCARCA 1 3 396.3 4338.5 1017 .3 35.0 0.32 3.75 0.09
** 2 CARAYBAMBA 4 7 362.1 4448.9 1031.1 34.0 0.31 7.54 0.09
**
3 HUACASA 8 9 48.7 3803.8 950.5 14.0 0.25 9.59 0.29*
*4 CAPAYA 10 11 34.4 3822.4 952.8 10.0 0.34 13.89 0.29
** 5 SEGUINA 12 14 193.3 4594.3 1049.3 28.0 0.25 5.87 0.14 ** 6 JAJANTIA 15 20 983.1 4474.2 1034.3 54.0 0.34 8.75 0.05 ** 7 ANTABAMBA 21 32 1341.4 4011.1 973.5 113.O 0.11 8.89 0.08 **
8 PACHACHACA 33 46 2248.6 4001.6 974 .0 139.0 0.12 9.80 0.06 *
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA · # DE TRAMOS 2 .
* * # DE PUNTOS 8 ** DEL RIO PUNANQUI , CODIGO 2203C
*' DE ESTACIONES HIDRO~ETRICAS: O *.******************************************************************************************** TRAMO · PUNTOS · ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD**********.***********************. AREA PROMEDIA PROMEDIA RIOS FORMA PROr4. OREN. **CODIGO* NOMBRE
* DE A .(KM.KM) (METROS) (MM/ANO) (KM) (-) (~) ('/KM) ******************************************.**************************************.***..*******
2TAMBOLLAMAYOPUNANQUI
13
28
150.O643.3
4085.64107.4
902.7903.2
23.O56.0
0.280.2'
1.934.84
0.150.09
*******************************************************************************4*************
* CARACTERISTICAS DE LA CUENCA 793.3 4103.3 903.1 79.0 0.13 3.99 0.10 .
***************************~************************************************************************************************************************************************************
********************************************************************************************* REPRESENTACION
y CARACTERISTICAS DE LA CUENCA * I DE TRAMOS 5 *
* * I DE PUNTOS 23 ** DEL RIO VILCABAMBA , CODIGO 22030 * I DE ESTACIONES HIDROMETRICAS O ********************************************************************************************.* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM) ********************************************************************************************** ** 1 ANCAHUAYO 1 4 659.8 4520.3 952.0 39.0 0.43 5.97 0.06 ** 2 PARAJAY 5 6 160.8 4565.2 956.5 25.0 0.26 6.43 ~.16 ** 3 CHUQUIBAMBIL 7 11 536.2 4121.9 906.1 39.0 0.35 9.58 0.07 ** 4 YAURIQUILLA 12 14 250.3 4095.0 901.9 25.0 0.40 10.24 0.10 ** 5 VILCABAMBA 15 23 967.8 4405.5 937.5 99.0 0.10 7.51 0.10 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 2574.9 4355.7 932.4 227.0 0.05 7.78 0.09 *****************************************************************************************************************************************************************************************
*********************************************************************************************
REPRESENTACION y CARACTERISTICAS DE LA CUENCA * I DE TRAMOS 8 ** *, DE PUNTOS 46 ** DEL RIO PACHACHACA , CODIGO 2203E *, DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM) ********************************************************************************************** *
* ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 5607.9 4157.0 993.5 427.0 0.03 8.58 0.08 *****************************************************************************************************************************************************************************************
141
142
EVALUACION DEL
POTENCIAL
H IDROELECTRICO
NACIONAL
RIO APURIMAC SUPo
(2203A)
1L.3.7 rils
ss
56
57
5
:, 2.2
RiO SANTO TOMAS(22038)
t.
23
58
1 *---15.'m~O PUNANQUr
6 (2203C)
59 91
851.5
RIO VILCABAMBA(22030)
DIAGRAMA FLUVIAL:
APURIMAC INF 2203 F Fig.FLOW DIAGRAM 1/2
99
-.
70
. 3120 30
71 32
35 34 33
72
-37 36
73
38 39
74
A
42 41 40
7'5 ( SAN FRANe Iseo )
230502 [2J
, 76
-4j 44
77
47 46 45
78
. -48 49
79
52 51 50
80
- 5453
81
RIO ENE RIO MANTARO( 2208 A) ( 2205C)
EVALUAC ION DELDIAGRAMA FLUYI AL:
POTENCIAL APURIMAC INF 2203F Fig. 100HIDROELECTRICOF L ow D[A6RAM:
NACIONAL 2/2 143
LAGUNA CHOCLOCOCH A 131
132
133
A CUENCA DEL Rro134
I C A . ( 138 ) . 1,.1 S
135 ( LOS6 7
85 1, 3
9 136
10 137 VISCAPALPA230702 [2J
11 11 13 11, 15 1&
138
17 18 19 20 21 21
139
11,0
35
141
3630 31
32 141
37
33 11,3
38
RAYUSCA(5.1) 31, 11,4
230704 [4J
39 1,0 1,1 42 1,3 1,1, 1,5 1,619
145
18
j"(URUBAMBAI 230707 [7] 146
16 25 14 1361 147
1,7 1,8 1,9 50 51 5262
78 11,8
63 68
7959 58 57 56 55 51, 53
64 69 11,9
80
65 70 150
al
&6 71 15 ¡
82
67 ss 72 152
83 81, (:3.t.~ 86 87 88 89 90HUASA AMPA 77
230705 [sJ 15373 74 75 76
EVALUACION DEL
PO T E NC I ALDIAGRAMA FLUVIAL:
H ID R O ELECTRICO PAMPAS 2204 Fig. 101FLOW DIAGRAM :
144 N ACION AL 1/1
93 92 91
í'"
94 155
103101. 1O Ij 10 é 107 108 109 110 111, 99
102 156
98114
-'" -115 11& 117101
97 113 157
100
96 112 158
95 159
160 l. PTE. PAMPAS ( 18O_O)130703 [3J
161
, 162
. 163
, 16l.. . . . . .123 122 121 120 119 118
165
16&
167
4 168
169
170
. .' 128121. 125 126 127 129 130
171
1n
173
, 17t.3
?t. 1. 8 mis.O;
~APURIMAC IN F. ( n03 F )
,- .. JDIAGRAMA FLUVIAL; iEVALUACION DEL
10~POTENCIAL PAMPAS 22 04 Flg.
HIDROELECTRICO
NACIONAL FLOW DIAGRAM 'l/2 145
************************************************************************~*******************
*REPRESENTACION y CARACTERISTICAS DE LA CUENCA * , DE TRAMOS 23
** * I DE PUNTOS 81
** DEL RIO APURIMAC INFERIOR. CODIGO 2203F *, DE ESTACIONES HIDROMETRICAS O
********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (~) (1/KM) *********************************************************************************************
* **
1 PUNANQUI 1 2 346.7 3270.2 726.5 14.0 1..17 12.93 0.04*
*2 STO TOMAS 3 5 333.2 3265.7 .725.0 27.0 0.46 12.4g 0.08 *
* 3 TRAPICHE 6 7 143.6. 3t50.8 688.2 25.0 0.23 4.22 0.17 *
*4 PAMPUTA 8 9 244.4 3844.4 868.8 31.0 0.25 5.34 0.13 ,
* 5 VILCABAMBA 10 13 1107.2 3404.0 768.7 47.0 0.50 11.24 0.04 ** 6 PACHACHACA 14 17 2487.8 3231.0 713.9 77.0 0.42 9.57 0.03 **
7 MOPILLO 18 19 228.43007.6 1001.5 31.00.24 7.10 0.14*
*8 PACAYBAMBAS 20 21 109.3 3291..3 1058.2 23.0 0.21 7.63 0.21
**
9 PAMPACONAS 22 24 561.4 3071.8 1000.4 53.0 0.20 7.49 0.09 ** 10 APUR1 25 26 261.9 1877.3 1337.8 28.0 0.33 5.34 0.11
** 11 APUR2 27 28 81.1 1836.6 1348.4 15.0 0.36 8.52 0.18
** 12 CHIRUMPIARI 29 30 44.0 1981.0 1306.7 10.0 0.44 14.69 0.23 ** 13 SACHABAMBA 31 32 345.6 3733.8 1132.8 32.0 0.34 7.22 0.09 ** 14 APARITABUMCO 33 35 390.9 3320.2 1057.8 42.0 0.22 9.81 0.11 ** 15 SAMOGAN 36 37 80.3 1825.9 1358.2 23.0 0.15 6.20 0.29 ** 16 SAMANIATADO 38 39 92.6 1817.5 1360.7 13.0 0.55 11.78 0.14
** 17 SANTAROSA 40 42 307.7 1844.5 1354.0 29.0 0.37 8.38 0.09 ** 18 CHURITIARU 43 44 26.6 1572.4 1437.7 10.0 0.27 12.61 0.38 ** 19 PIENE 45 47 846.7 3249.5 1049.9 70.0 0.17 5.15 0.08 ** 20 PICHARI 48 49 383.4 2794.2 1135.3 37.0 0.28 6.25 0.10 ** 21 ACON 50 52 300.9 2528.3 1213.1 34.0 0.26 3.89 0.11 ** 22 QUISTO 53 54 68.7 2510.2 1199.0 10.0 0.69 25.44 0.15 ** 23 APURIMAC 55 81 6563.6 2782.5 981.5 376.0 0.05 8.80 0.06 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 15355.9 2959.8 948.4 1057.0 0.01 8.39 0.07 **********************************************************************************************
TRIBUTARIOS CONSIDERADOS SEPARADAMENTE*
********************************************************************************************* PUNANQUI 1 793.3 4103.3 903.1 79.0 0.13 3.99 0.10 ** STO TOMAS 3 3072.0 4195.8 909.4 372.0 0.02 5.87 0.12 ** VILCABAMBA 10 2574.9 4355.7 932.4 227.0 0.05 7.78 0.09 ** PACHACHACA 14 5607.9 4157.0 993.5 427.0 0.03 8.58 0.08 ** APURIMAC SU 55 13537.6 4237.5 731.6 1522.0 0.01 3.25 0~11 **
PAMPAS 65 23741..6 3821..1 853.0 1446.0 0.01 8.17 0.06*
********************************************************************************************* CARACTERISTICAS ACUMULATIVAS 64683.2 3775.4 868.9 5130.0 0.00 6.54 0.08 *********************************************************************************************
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 23
** **
# DE PUNTOS : 174*DEL RIO PAMPAS
. CODIGO 2204* I DE ESTACIONES HIDROMETRICAS' 3 *
*************************************************************************************;******* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND *********************************** AREA PROMED IA PROMEDIA RIOS FORMA PR
. DENSIDAD
*CODIGO* No E ~M. DREN.*MBR
*DE A *(KM*KM) (METROS) (14M/ANO) (KM) (-) (~) (1/KM)
*******************************************************************.************************** .
*1 PALMITOS 1 5 361..1 4622.1 761..2 34 O O 3 *
* 2 SECO 6 10 298.0 4331.9 948.2. . 1 6.37 0.09
:* 3 CHALHUAMAYO 11 16 595.2 4189.7 1048.0 32.0 0.29 4.21 0.11
** 4 ALPACANCHA 17 22 465.8 4323.0 950.4 41.0 0.35 5.62 0.07
* 5 URABAMBA 23 29 1164.0 4150.4 1072.842.0 0.26 5.40 0.09
:* 6 LUCANAMARCA 30 34 761.4 4210.5 1025.6
60.0 0.32 2.14 0.05
** 7 CARACHA SUPE 35 40 1356.3 4293.8 976.7 40.0 0.48 6.59 0.05
** 8 CARACHA INFE 40 46 1131.1 3875.3 1159.150.0 0.54 3.43 0.04
** 9 HUANCAPI 47 52 255.6 3513.9 984.9 60.0 0.31 7.58 0.05
** 10 VISCHONGO 53 59 737.6 3816.4 1218.942.0 0.14 1.96 0.16
*'1 NEGROMAYO 60 67 652.0 4286.354.0 0.25 6.90 0.07
** 12 PANCOY 68 72 451.3 3975.0 ;~~:; 56.0 0.21 4.79 0.09
** 13 HUANCARAMA 73 77 202.7 3762.0 559.4 41.0 0.27 6.92 0.09
** 14 SONDONDO SUP 78 85 1332.0 4305.2
40.0 0.13 4.56 0.20*
* 15 SONDONDO INF 85 90 1028.0 3544.9 ;~::~67.0 0.30 6.30 0.05
:* 16 YANAMAYO 91 94 141.6 4067.5 .674.1 47.0 0.47 10.78 0.05
* 17 PAUCHE 95 99 411.4 4049.7 677.7 30.0 0.16 3.54 0.21 ** 18 SORAS 100 111 2482.7 3876.0 700.4 40.0 0.26 6.13 0.10
** 19 HUANCARAY 112 117 812.8 3721.1 724.3
107.0 0.22 8.85 0.04*
* 20 TOROBAMBA 118 123 860.9 3374.0 48.0 0.35 9.19 0.06*
* 21 CHUMBAO 124 130 681.9 3638.6 ~~~:~ 52.0 0.32 10.48 0.06*
* 22 PAMPAS SUPER 131 160 4564.9 3758.7 952.2 60.0 0.19 10.43 0.09*
* 23 PAMPAS INFER 160 1]4 2993.3 274.0 0.06 9.77 0.06*
*3050.4 848.3 129.0 0.18 17.73 0.04
*
*******************************************************************************************:* CARACTERISTICAS DE LA CUENCA 23741 6 3821 1 853 O 1446 O .***************************************;*******;********;*******;***~;~~****~;~~****~;~~***:f*************************************~***,*******~*****************************************
146
103
104
105
4 S 6 73
210G
SAN JUAN (9.6)
230933 [33]~1
1.0 107
8 9 10 11 12
It.~~108 110 I I
1.0I. 11.0
16 15 14 13LAGO
t JUNI NI 0.5 109I
17 18 19 20
110UPAMAYO 124.0)
230999 [I,30J[32J
COLORADO (1.9) 230932 11124
37
1-I
1.0 I
+I
38
EVALUACION DEL
POTENCIAL
H IDROELECTRICONACIONAL
------
PALLANGA ¡ 1.8)230902 [2J
39
21
31
50
47
51 5211.51
~A RIMAC )
22
HUARON M-2 (3.5)230903 [3J
-11
t.:. 1.0 CARHUACAYAN (7.8\0.5 1" 230904 [I.J,11 43
''1.4 / lO. -~3(;¡
.",35 1.5
- - - ~ A R I MACl.8 49 53
23 2SIt 1.0I 230931.[34J
327
HU ARON( 2.3 )
SI. 55CORPACANCHA (2.!)
230995 [38, 41]
57 58 S9
PTE. CHULEC (52.7\ 121230906 [6J
DIAGRAMA FLUVIAL:
FLOW DIAGRAM:
M A N T A R O SU p
26
112
113
114
115
116
1.6
117
56
118
GO
119 MAL PASO (1.6.1.)230931=21;
120 CASARACRA (2.2)230905 [SJ
64 63 G2 61
2205A Fig. 103
, /2 147
;II 0.51... . .89 90 91
127
12'0
102 101 100 99 98
129
NI E VE
~7.0 1
I1
tI 1.0- --1
I 76 7778
HUARf.(7.4)
**_ ~5_H t L~_~~.[7279 80 81 82 83
O~
PINASCOCHAS(~ 0.5230911 85 86 ---87- -1 (9.0)
[I1J ,PACHACA'tD
COCHAS TUNEL(6.0) 88 :
230910[10J130912 [12].
"93 94 95
148
EVALUACION DEL
POTENCIAL
H I DROELECTR I eo
NACIONAL
.165
:~5i óó
I
1
"RUMICHACA( OJ.)
MINAS E--2. 67230904[4]0.5'
IPOMACOCHA{2.4) I 68230936[36] 10.5 7
71'--72 CUTOFF(S.6) 7 41 ~ 230935[35JL 0:5 _1
75
.92 96I.¡.-
I0.5 t
- ----
PTE.5TUART(
90.8 )
230909 [9J
122
123
124
12S
126
97
MANTARO MEDIO
(22058)
DIAGRAMA FLUVIAL:
MA N TA R O SU p
FLOW DIAGRAM:
2205 A Fig. 101.
2/2
********************************************************************************************
*REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 40 *
* * # DE PUNTOS : 129 ** DEL RIO MANTARO SUPERIOR , CODIGO 2205A * # DE ESTACIONES HIDROMETRICAS 19 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM) ***************************************************************************************************************************************
12345678910111213141516171819202122232425262728293031323334353637383940
GASUANHUARUPAMPABLANCOLAGO .JUNINRACRANCANCHACOLORADO SUPCOLORADO INFANTICONAHUARONTAi"¡BOCASACANCHACONOCANCHA ACONOCANCHA BCONOCANCHA CCONOCANCHA DGASHACORPACANCHAACORPACANCHABPUCAYANATOCHUARCO AATOCHUARCO BPUCARA SUPPUCARA INFYAUL I AYAUL I BYAULI CANDAYCARUGAHUARI SUPHUAR I INFPINASCOCHASAPINASCOCHASBPACHACAYO APACHACAYO BPACHACAYO CQUISUALCANCHMANTARO AMANTARO BMANTARO CMANTARO DMANTARO E
1481317212527293134374042444750535761636567697173767983858789949698103106110119121
3712162025262930333640424446495356606364676871737578838487889496971021'06110119121129
106.0100.3286.61582.9
90.7251 .5
2.275.016.6
153.2174.1243.8
6.59.6
123.5155.2175.7277.5142.4270.2
1.5143.6
6.7242.3159.291.8133.1263.6
1.3194.3
3.1478.938.9118.5316.7498.6129.6892.3296.6935.8
4373.84363.84566.94282.44331 .44501. O4089.04379.84200.04601.24586.94566.34377.74326.74273.34574.94658.24414.34550.74245.73908.04564.84153.04736.84426.94156.74607.14619.13700.04376.93950.04456.73919.54012.04075.04291 .84170.94246.74253.63984.3
1090.81087.31158.3764.01076.4802.7722.2781 .5750.0821 .3817.9814.2781 .1772.2762.8815.8832.2787.5812.5758.0677. O814.4738.2847.3789.7739.2822.4824.6637.5781 .O687.5792.7679.9703.0718.51062.1939.7757.9759.4696.6
25.026.048.032.027.040.03.010.O6.0
22.O24.030.02.03.018.O20.023.024.027 .026.01.O
15.O3.0
25.015.O15.O18.O41.O1.O
20.01.O
47.06.06.0
38.039.011.O79.021.O79.0
0.170.150.121.550.120.160.240.750.460.320.300.271.621.070.380.390.330.480.200.401.500.640.740.390.710.410.410.161.300.493.100.221.083.290.220.331.070.140.670.15
0.820.782.132.141.461.750.374.812.104.213.781.42
15.8013.032.722.914.274.725.203.1115.805.126.035.585.875.186.835.009.703.8920.404.596.808.453.781.011.652.794.925.08
0.240.260.170.020.300.161.360.130.360.140.140.120.310.310.150.130.130.090.190.100.670.100.450.100.090.160.140.160.770.100.320.100.150.050.120.080.080.090.070.08
******************************************
********************************************************************************************* CARACTERISTICAS DE LA CUENCA 9189.9 4332.8 810.5 917.0 0.01 3.60 0.10 *****************************************************************************************************************************************************************************************
149
.4
. . .5 El 7
150
EVALUACION DEL
POTENCIAL
H IDROELECTR I C O
NACIONAL
n,sl
R 10M A N T A R O S U P.
( 22 OS A )
10&
1.0
t 107"'- - - - - - -¡
YANACOCHA ( 6.&)1,0,230925 [25J
~
?
AN GA:;,IV\AYO (15.9)3 230913 [131 108
o
.18
.19
1~ 11 LO~ 12 13
"¡
V::'PU:"10¡':~ 29I
109
.Z309151151 . ..~
l
' 110'1 q '1 ~ 22 23
\ \1.0, \ I~ 30 111
05~ O,5~ I I QUILLON (11.0)
\ \, ~ 3'
-1112 230J17 (\'J]
38 394 O
17 MOYA 126.2)210924 [2 4] 113
10I
--1--r 43 f 114
15 41 42
~41. 115
. . .52 53 5[,
55
CHINCHI [lfi.6) ~ 1162'30995 [19,27J
35 36
.49
.51
.50
.. 117I
~ 120
DIAGRAMA FLUVIALr--¡
MANTARO MEDiO 22058 i Fig. 105i
1/2 LFLOW DIAGRAM :
121
90
61 122
91
62 123
92
63 124
93
64 125
1.094
~230922 [22J 230911 [2 IJHUAPA (10.0) 65 ALLCOMACHAY ( 35.9) 11.6
95 96 97 98 99 100 101 102 10389
104 10560
117
59 SANTA ELE N A ( 7.6 ) 88
I230923 [23]
128
L-_ _ 1~ 58
76 75
87 129
57 ?t.
86 130
S& 73
85 131
72
56 67 68 69132
84 71 230916 [16J
133 PONGOR
83 70(290.3)
77 78 7<) 80 81 82290.3 m3/ s( 9.5 ) .
RIO MANTARO INF.( 2205 e )
EVALUACION DEL
POTENCIAL
H IDROELECTRICO
NACIONAL
DIAGRAMA FLUVIAL:
MANTARO MEDIO 2205 B Fig. 106FLOW DI AGRAM: 2/2
151
[290.3 ) RIO MANTARO ( 22015 6 )
MED.37
38
B .4t~~~840
3 2 1
l.1 C)11 10
42 12
t
I
18 17 16 15 14 13
20 1943 21
1
. ..-----.. . . . . .
. 27 26 215 24 23 22
~l.4
jJ 1.15
.--e--- -. .--.,
28 29 3'.;
. ,
.
.,
------.-- - ;,1
J;~G33 34
.
~31
t Sv
RIO E~I E ~R!C' APURIMAC INF
(2208 A) (2203F)
-----.".-- -.-----..--T
- -----.------EVALUACION DEL DI AGRAMA FLUVIAL:
POTENCIAL MAN TARO INF ""'#',rLJ..v,. J i Flg. 107HIOROELECTRICO
FLOW DIAGRAM: I2 NACIONAL
..-....- . ._....1.-- __._______ _____~._-"..15
EJ
********************************************************************************************
*REPRESENTACION y CARACTER IST ICAS DE LA CUENCA * # DE TRAMOS 23 *
* * # DE PUNTOS : 133*
*DEL RIO MANTARO MEDIO CODIGO 2205B * # DE ESTACIONES HIDROMETRICAS 11
*.
********************************************************************************************* TRAMO
*PUNTOS
*ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN.*
*CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)*
********************************************************************************************
* **
1 AGUACHI 1 3 67.9 3954.9 693.7 19.O 0.19 3.75 0.28*
*2 CONAS SUPERI 4 10 1010.4 4321.4 745.3 63.0 0.25 4.88 0.06
**
3 CONAS MEDIO 10 12 533.4 4024.2 703.4 14.O 2.72 7.99 0.03*
*4 CONAS INFERI 12 14 158.3 3595.4 643.4 17.0 0.55 4.70 0.11
**
5 SANTO 15 17 557.7 4493.7 996.7 23.0 1.05 8.19 0.04*
*6 AMARAES SUPE 18 22 613.7 4596.2 789.8 41.O 0.37 6.23 0.07
**
7 AMARAES INFE 22 23 10.4 3650.0 651. O 4.0 0.65 7.50 0.38 ** 8 CANIPACO INF 24 31 694.7 4241.1 736.0 77.O 0.12 4.37 0.11 **
9 VILCA SUPERI 32 39 1190.2 4334.4 967.5 75.0 0.21 6.47 0.06*
*10 VILCA INFERI 39 40 13.8 3450.0 840.0 3.0 1.53 15.50 0.22
**
11 PALLCA 41 44 192.9 4186.9 946.9 28.0 0.25 8.16 0.15*
*12 ICHU 45 55 1218.6 4219.4 949.8 97.0 0.13 6.10 0.08 *
* 13 ASOHUARMA SP 56 59 570.0 4402.0 757.3 32.0 0.56 6.06 0.06*
*14 ASOHUARMA IF 59 60 62.3 3882.0 683.5 12.0 0.43 5.31 0.19 *
*15 HUAYANAY 61 65 458.2 4038.8 705.4 37.O 0.33 4.63 0.08
**
16 PACCHO 66 69 252.0 4183.9 725.8 33.0 0.23 5.65 0.13 **
17 PONGORA 70 76 1275.7 3563.0 638.8 61.O 0.34 7.79 0.05 ** 18 CACHIMAYO 77 89 2115.9 3742.7 665.0 131.0 0.12 6.22 0.06
**
19 HUARPA SUPER 90 95 960.1 4328.7 966.6 48.0 0.42 7.96 0.05 ** 20 HUARPA MEDIO 95 104 1134.O 3517.3 632.9 74.0 0.21 8.64 0.07 **
21 HUARPA INFER 104 105 17.9 2300.0 480.0 4.0 1.12 4.00 0.22*
* 22 MANTARO MEDC 106 119 3145.7 3954.3 764.2 150.0 0.14 8.41 0.05*
*23 MANTARO MEDD 119 133 2326.2 3431.8 832.8 164.0 0.09 11.00 0.07
** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 18580.0 3958.3 782.4 1207.0 0.01 7.24 0.06 *********************************************************************************************I
*TRIBUTARIOS CONSIDERADOS SEPARADAMENTE *
********************************************************************************************* MANTARO SUP 106 9189.9 4332.8 810.5 917.0 0.01 3.60 0.10
********************************************************************************************** CARACTERISTICAS ACUMULATIVAS 27769.9 4082.2 791.7 2124.0 0.01 5.67 0.08 *********************************************************************************************
********************************************************************************************* REPRESENTACION
y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS lO ** * # DE PUNTOS 50 ** DEL RIO MANTARO INFERIOR
. CODIGO 2205C * # DE ESTACIONES HIDROMETRICAS: O ********************************************************************************************** TRAMO *
PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE *
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)*********************************************************************************************
* ** 1 UPAMAYU 1 4 260.2 3723.4 695.5 33.0 0.24 9.75 0.13
** 2 HUANCHUY 5 8 702.5 3760.5 694.8 49.0 0.29 10.97 0.07 ** 3 MATIBAMBA 9 12 328.8 3836.3 695.7 39.0 0.22 10.28 0.12 **
4 PARIAHUANCA 13 18 770.8 3480.5 709.9 50.0 0.31 14.49 0.06*
*5 PUNTO 19 21 238.9 3753.6 698.2 29.0 0.28 5.90 0.12
** 6 SN FERNANDO 22 27 931.9 3038.9 759.9 65.0 0.22 9.21 0.07 ** 7 PARA ISO 28 30 419.3 3047.5 736.5 33.0 0.39 11.80 0.08
** 8 UCHUYUNCA 31 32 92.5 2477.2 827.8 21.0 0.21 4.25 0.23
**
9 QUINQUIPUNCO 33 36 447.7 3179.6 725.7 40.0 0.28 13.08 0.09*
* 10 MANTARO INF 37 50 2630.0 2580.4 828.3 196.0 0.07 11.81 0.07** *
********************************************************************************************* CARACTERISTICAS DE LA CUENCA 6822.6 3078.0 763.4 555.0 0.02 10.94 0.08
********************************************************************************************** TRIBUTARIOS CONSIDERADOS SEPARADAMENTE ********************************************************************************************** MANTARO MEDIO 37 277769.9 4082.3 791.7 2124.0 0.06 5.67 0.00
*************************************************************************.******************** CARACTERISTICAS ACUMULATIVAS 284592.4 4058.2 791.0 2679.0 0.04 6.76 0.00
*********************************************************************************************
153
4G
41j
.2 1
46
1,7
-4 3
'8A
() 5
49
21,
9 108
11
7- 50 21j
12 13 '4 261j1
J22
~21 20231j2 27I. .~
30 29 2834 33 32 31 19 16
53
18 j5 .
36 31)
51, 17
37 38
Ijlj
. .41 40 39
56
57
43 1,2
':18
59
~RIO UCAYAlI (2208C)
EVALUACION DEL DIAGRAMA FLUVIAL:
POTEN CIALPACH ITEA 2206 Fig. 108H lORO ELECTRICO
NACIONAL FLOW OIAGRAM:154 I
20
21
22
2 1
23
65 1.. 3
7 21..
B 9 10 11
12 13
1
2':1
11.. 1':> 16
26
19 18 17
27
459. 3 m3¡s
~RIO UCAYALI (220BCJ
EVAlUACION DEL DIAGRAMA FLUVIAL:
POTENCIALAGUAYTIA 2207
H IDROElECTRICO Fig. 109NACIONAL FlOW DIAGRAM:
155
RIO APURIMAC INF.
(2203F)'''.'1
t.11,.1 RIO MANTARO INF \ 2205C 'lü <:
17
3 2 1
18
. .-1-1ü 7~1.
51~
10 11
20
12 13
21
11. 15
22
23
~RIOPERENE (2209 )
c'RIO TAM BO \2208B)
EVALUACION DEL DI AGRAMA FLUVIAL:POTENCIAL
H 10ROELECTRICOENE 2208 A Fig. 110
NACiONAL FlOW DIAGRAM :156
**
1 PINTOYACU 1 2 240.0 884.3 2136.6 35.0 0.20 1.28 0.15 "* 2 SANTAANA 3 5 1490.0 491.O 2483.3 65.0 0.35 0.61 0.04 "* 3 CHIO 6 7 270.0 859.6 2157.6 25.0 °i.43 1.21 0.09
** 4 SANALEJANDRO 8 11 2380.0 579.8 2406.4 115.O 0.18 0.43 0.05
** 5 ORUVA 12 13 240.0 468.7 2505.1 20.0 0.60 0.06 0.08
"
*6 TASHUAILLO 14 16 990.0 473.1 2501.5 37.O 0.72 0.36 0.04
** 7 JUANTIA 17 19 850.0 480.4 2495.7 65.0 0.20 0.03 0.08 "* 8 AGUAYTIA 20 27 5080.0 666.1 2338.2 290.0 0.06 0.41 0.06 "
** 1 CHICHINI 1 3 1253.0 1175.6 1621. 5 62.0 0.33 3.58 0.05
**
2 MISION 4 5- 875.0 1265.8 1570.6 50.0 0.35 1.72 0.06*
* 3 QUEMPIRI 6 9 770. O 921.4 1726.3 76.0 0.13 1.50 0.10*
* 4 MAMIRI 10 11 375.0 1284.3 1565.5 45.0 0.19 1.90 0.12*
* 5 POMURENI 12 13 238.0 1237.7 1578.9 48.0 0.10 1.71 0.20*
* 6 CANCHINGARI 14 15 345.0 1229.9 1581.1 40.0 0.22 2.32 0.12 **
7 ENE 16 23 3720.1 717.4 1765.9 130.0 0.22 1.05 0.03*
*
********************************************************************************************
*REPRESENTACION y CARACTERISTICAS DE LA CUENCA *
# DE TRAMOS 17 *
* *# DE PUNTOS 59 *
*DEL RIO PACHITEA , CODIGO 2206 * # DE ESTACIONES HIDROMETRICAS: O *
********************************************************************************************
* TRAMO *' PUNTOS *ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. *
*CODIGO* NOMBRE *DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *
*********************************************************************************************
*****************
1234567891011121314151617
APOROQUIARINAZARATEGUIAZUPIZUNANAANCAYALIAPURUCAYALIHUANCABAMBACRUZLAGARTOESCOZUZANLORENCILLOPOZUZOSTA ISABELYUYAPICHISSTA MARTHAPATAPACHITEA
13579121517202224283537394244
246811141619212327343638414359
720.0650.0830.0670.01050.02310.0890.0
2140.0630.0590.0
2000.03080.0320.01030.01950.01210.06910.0
833.7812.2744.4487.5797.2601. O1804.81908.2824.21065.4797.21005.1654.0584.01275.5612.4472 .8
3363.43362.03358.73344.43361.23350.11456.81468.92181.21998.72366.52062.92348.31583.21500.01577.52304.7
30.045.040.035.051.O
100.045.080.040.040.086.0195.030.030.095.030.0
383.0
0.800.320.520.550.400.230.440.330.390.370.270.080.361.140.221.340.05
1.181.010.970.040.660.281.611.370.831.240.820.701.241.001.381.200.49
0.040.070.050.050.050.040.050.040.060.070.040.060.090.030.050.020.06
*****************
*********************************************************************************************** CARACTERISTICAS DE LA CUENCA 26980.0 857.4 2302.6 1355.0 0.01 0.80 0.05 *
w~~ ~,~~~~..M._W~~vv-W_~WW~KW_ww~_w_..w.~w__~~
**4***~._****444****
*
*************~******************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 8 *
* * # DE PUNTOS 27 *
* DEL RIOAGUAYTIA , CODIGO 2207 * # DE ESTACIONES HIDROMETRICAS O *********************************************************************************************
*TRAMO * PUNTOS *
ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ***********************************************************""********************************
* "***********~********************************************************************************* CARACTERISTICAS DE LA CUENCA 11540.0 600.4 2391.6 652.0 0.03 0.46 0.06 *****************************************************************************************************************************************************************************************
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 7 ** * # DE PUNTOS 23
** DEL RIO ENE , CODIGO 2208A * # DE ESTACIONES HIDROMETRICAS: O ****************************************************************************************"****" TRAMO * PUNTOS
*ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *
***********"**********************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *****"****************************************************************************************
********************************************************************************************** CARACTERISTICAS DE LA CUENCA 7576.1 945.0 1691.2 451.0 0.04 1.82 0.06
********************************************************************************************** TRIBUTARIOS CONSIDERADOS SEPARADAMENTE
********************************************************************************************** AP IN/MT IN 16 349275.9 4005.8 805.4 7809.0 0.01 6.61 0.02
********************************************************************************************** CARACTERISTICAS ACUMULATIVAS 356851.9 3940.8 824.2 8260.0 0.01 '6.35 0.02 *********************************************************************************************
157
RIO ENE (220BA)1601..2
\ 1.55.21) <: RIO PERENE (2209 )
10
~21
118 SA N TAR.O
I 230302[2]
3 1,
12
S G
13.~
7 8
.11,
2H3.3
RtO UCAVALI (2208C)
EVAlUA CION DEL DIAGRAMA FLUVIAL .:
POTENCIAL TAMBO 220e B Fig. 111HIDROELECTRICO
FLOW OlA GRAM :NACIONAL158
2243.3 RIQ TAMBO. (2208B)
RIO URUBAMBA (2201)1194.0
139
140
-4 3 2 1
7
141
8 -6 1
9 142
10 11 12 13
143
14 IS 16
144
17 18
14522
23
t
2120
146
[.- 1932 33 3' 35 36 37 38
25 27 29 31
147
24 26 28 3040 39
148
42 41
149
44 4-3
ISO - 1226.S RIO PAC'11TEA....
(2206)
1SI
4S 46 47
"~~"._._--,
EVALUACION DEL DIAGRAMA FLUVIAL
POTENCIAL
H IDROELECTRICO UCAYALI 2208C Fig. 112NACIONAL FLOW
.0'
DIAGRAM : 1/3 159
152
48 49
153
50 51 52 154 459.3e RIO AGUAYTlA(2207 )
55
5:J5 ¿ 57 58
53 155
6259 60 61
156 63
&8 67 66 65 64
157
69 70
!158
71 72
159
" 73
77176 75
160
81 60 79 78
161
83 82
162
8& 85 84
163
8'9 &6 87
164
165
9.0 91 92
V
EVALUACION DEL DIAGRAMA FLUVIAL:POTENCIAL
UCAYALI 2208C Fig. 113H IDROELECTRICO
NACIONAL FLOW DIAGRAM:2/3
60
i
93
94 166
95 9ó 97 98 99 1001000
167 -71
I168
I. . . I103 104 105 107102 I
124 101 169 IMEANDRO
108 109-V125
170 II
12ó I171 I
I127
1172 ~- -
128 1000
173
129 130 131 132 134112 115 123
In
111 11¿ 119135 13ó
110 113 118 175
137 138117
176
116
9 164.3
RIO AMAZONAS RIO BAJO MARAÑON( 230 I ) ( 2114 )
EV ALUAC I ON DEL
POTENCIAL
H I DROELECTR ICO
NACrONAL
DIAGRAMA FLUVIAL:
UCAYALI 220BC
FLOW D!AGRAM 3/3
Fig. 114
161
******.************************************~*****************************.******************* REPRESENTACION y CARACTERISTICAS DE LA CU~NCA *
, DE TRAMOS 5 *
**, DE PUNTOS 14 *
* DEL RIO TAMBO , CODIGO 2208'B *, DE ESTACIONES HrDROMETRICAS: O **
** *
* **.
* * **
*'* *
** *
**
** * **
** * * ** * * *
* * * * ** *
**,*.'** **
* * ** * *
* * **
**
* * **
* * * **
** * **.*
* * * * * * * ** *
* * * * * *
* TRAMO * PUNTOS*
AlTURA LL U V I A LONG FACTOR PEND. DENSIDAD ******************************.****AREA P.ROM~Q lA PROMEDlAR IOS FORMA PROM. DREN.. **CODIGO* NOMBRE * DE A *(K:M*K~)(M~TROSJ (MM/ANO>' (KM) (::.) (%) (l/KM) **********'.********************************,*~**************************************.********** ** 1 MATIAS 1 2 410.0 794.9 1728.3 35.0 0.33- 1.37 0.09 ** 2 UNGUNINI 3 4 311.0 10'4.5 1637.5 32.0 0.30 2.07 0.10 ** 3 PAYENI 5 6 850.0 g66~0 1674.9 36.0 0.66 2.31 0.04 *
* 4 MAYUCU 7 8 430.0 803.0 1725.6 50.0 0.17 0.93 0.12 ** 5 TAMBO 9 14 3170.1 ~68.5 1836.9 140.0 0.16 0.87 0.04 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 5171.1'700.5 1780.4 293.0 0.06 1.25 0.Q6 **************************************~******************************************************* TRIBUTARIOS CO~SIOEAADOS SEPARADA~ENTE ********************************************************************************************** ,PERENE/ENE 9 377404.1 3847.6 843.0 9406.0 0.00 5.99 0.02 **********************************************.******~**************************************** CARACTERISTICAS ACUMULATIVAS 382575.2 3805.1 855.7 9699.0 0.00 5.85 0.03 **.4*******.*****44*.*.*.*.*..*~*...~4.~*~~*...~~..*..* *._*.x ~ ****.*.*****
*********************************************~*********************************************** REPRESENTACION y CARACTERI$TICAS DE LA CUENCA * # DE TRAMOS 46 ** * # DE PUNTOS : 176 ** DEL RIO UCAYALI , CODIGO 2208C * # DE ESTACIONES HIDROMETRICAS: O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG PACTOR PEND. DENSIDAD
***********************************AREA BRO~EDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (M5TRQSI (MM/ANO) (KM) (-) t%) (l/KM)
******************************.**************************************************************
* '
** 1 UNINE 1 4 2300.0 551.3 1774.4 130.0 0.14 0.22 0.06*
* 2 COTSIGARI 5 6 770.0 50$.6 1800.9 30.0 0.86 1.13 0.04 ** 3 PUNTIJAO 7 9 1120.0 306.6 2002.0 60.0 0.31 0.07 0.05 ** 4 MASHANSHA 10 13 2000.0 ~35.7 1964.6 101.0 0.20 0.07 0.05 ** 5 TAHUANIA 14 16 1760.0 12J.7 1978.3 90.0 0.22 0.10 0.05 ** 6 CUMARIO 17 18 660.02'81.7 2037.1 30.0 0.73 0.16 0.05
** 7 IRRUYA 19 20 380.0 390.5 1910.3 40.0 0.24 0.51 0.11 ** 8 SHARHUANY 21 23 300.0 395.3 1907.2 45.0 0.15 0,70 0.15 ** 9 AMIA 24 25 40Q.0 363.2 1936.8 20.0 1.00 0.31 0.05
** 10 CHABOMYARI 26 27 170.0 342.2 1957.8 20.0 0.42 0.19 0.12 ** 11 PARANTARI 28 29 200.0 347.3 1952.7 20.0 0.50 0.22 0.10 ** 12 SATAYA 30 31 210.0 337.4 1962.6 15.0 0.93 0.23 0.07 ** 13 SHEGHEA 32 38 3250.0 325.5 1980.5 132.0 0.19 0.12 0.04 ** 14 SIPIRIA 39 40 180.0 380.3 1921.3 20.0 0.45 0.94 0.11 ** 15 IPARIA 41 42 340.0 353.1 1946.9 30.0 0.38 0.29 0.09
** 16 TABACAOS 43 44 520.0 363.8 1936.3 45.0 0.26 0.29 0.09 ** 17 ABUJAO 45 47 3160.0 380.3 1919.8 80.0 0.4~ 0.25 0.03 ** 18 MASARAY 48 49 520.0 375.4 1924.6 50.0 0.21 0.26 0.10
** 19 UTIQUINIA 50 52 20QO.0 365.5 1941.1 100.0 0.20 0.21 0.05 ** 20 PUYANA 53 54 1190.0 435.6 1864.5 50.0 0.48 0.11 0.04
** 21 CALLAR lA 55 58 2500.0 395.2 1904.9 110.0 0.21 0.15 0.04*
*22 ROABOILLO 59 61 2290.0 283.1 2038.0 90.0 0.28 0.11 0.04 *
* 23 TAHUALLA 62 63 840.0 257.4 2085.5 50.0 0.34 0.t8 0.06** 24 PISQUI 64 68 5928.0 498.0 1825.7 161.0 0.23 0.29 0.03** 25 AMANQUIRIA 69 70 350.0 207.9 2184.1 35.0 0.29 0.08 0.10 *
* 26 PACA YA 71 72 360.0 199.9 2202.6 25.0 0.58 0.02 0.07** 27 IPACTIA 73 74 1060.0 375.7 1925.7 70.0 0.22 0.29 0.07 *
* 28 CHAMBIRA 75 77 3290.0 493.1 1819.6 80.0 0.51 0.37 0.02 ** 29 PANYA 78 81 3150.0 425.5 1885.6 120.0 0.22 0.25 0.04** 30 SARAYAQUILLO 82 83 580.0 '73.9 1752.9 40.0 0.36 1.01 0.07*********************************************************************************************
162
27
2B
21 29
32 2330
22
33 21,
1"'=:1163G 69
3G 35.
l''0 --i¡r"[39 G3 l.G
G 18 20
13 11719
70
. .G5 [,Ú
71
l.7 [,8
72
["--
50 G9
52 73. . I ."'9 GO G1 58 G2
7G
53 5G57"
GS5.755 56
RIO E~¡E ~RIO TAMBO (22086)( n08A)
.37
.38
EVALUACION DEL
POTENCIAL
HIDROELECTRI CO
NACIONAL
MANTQ!5.0) .
230306[5J jI ú7
~G 7 8 ¡
~GB
10 "0
SANTA [SABEL (17. O)23030G [3J
1
11
12
31
26
úG
G5 2
---s G 3
YUNCAN (38.2)
230305 [G]
DIAGRAMA FLUVIAL:
PERENE 2209FLOW DIAGRAM:
Fig. 115
163---._-
**************************.****************************************************************** REPRESENTACION
y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 46 ** * # DE PUNTOS : 176 ** DEL RIO UCAYALI ,CODIGO 2208C * # DE ESTACIONES HIDROMETRICAS O
********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD
*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE *
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM)*
.*************************************************************************************************************
31323334353637383940414243444546
STA.CATALINAALFAROYANAYACUPIYUYOMAQUIAHUMAYAGUANACHECAPANAHUAPUNGOYANAYACUBLANCAALEMANTAPICHETARAHUAYTAPARAPOROTOUCAYALI
8487909395101103108110113116121124135137139
86899294100102107109112115120123134136138176
1490.01540.0630.0480.0
2350.0690.0
3180.0510.O
3490.01940.04050.01240.0
12920.0600.0600.0
34440.0
485.8314.4179.5250.4234.0232.5211.4175.3258.4203.1284.4184.5260.5174.4152.9188.1
1852.41997.62265.92099.22140.32134.92185.92279.42083.32197.22046.72258.22101. 12280.52344.62255.8
70.070.060.050.0170.O50.0
160.035.090.090.0160.0100.0340.040.050.0
1243.O
0.300.310.170.190.080.280.120.420.430.240.160.120.110.370.240.02
0.610.250.090.14O;1O0.190.050.220.110.040.210.060.080.260.190.02
0.050.050.100.100.070.070.050.070.030.050.040.080.030.070.080.04
******************
******************.************************************************************************** CARACTERISTICAS DE LA CUENCA 111928.0 289.4 2081.3 4667.0 0.01 0.15 0.04
*********************************************************************************************
* TRIBUTARIOS CONSIDERADOS SEPARADAMENTE ·********************************************************************************************* TAMBO/URUBA 139 441887.8 3551.9 900.8 13917.0 0.00 4.82 0.03 ** PACHITEA 150 26960.0 857.4 2302.7 1355.0 0.01 0.78 0.05 *· AGUAYTIA 154 11540.0 600.4 2391.6 652.0 0.03 0.46 0.06
********************************************************************************************** CARACTERISTICAS ACUMULATIVAS 592315.8 2755.2 1216.7 20591.0 0.00 3.36 0.03 ********************~****************.**** ** ~wK~ 4~~..* **.** ********************************************************************************************** REPRESENTACION
y CARACTERISTICAS DE LA CUENCA*
# DE TRAMOS 26 *
* * # DE PUNTOS 74 ** DEL RIO PERENE ,CODIGO 2209 * # DE ESTACIONES HIDROMETRICAS 3 **********************************************************************.*********************** TRAMO *
PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD*
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (1/KM)*
********************************************************************************************* ** 1 RANYAC 1 2 107.0 3826.2 1294.3 25.0 0.17 2.40 0.23 ** 2 HUACHON 3 5 735.0 3360.7 1186.5 49.0 0.31 2.61 0.07 **
3 MANTO SU 6 7 170.0 2993.0 1101.4 12.0 1.18 8.09 0.07 ** 4 MANTO IN 7 8 90.0 2300.0 1310.0 3.0 *10. 16.67 0.03 ** 5 ENTAS 9 10 360.0 1914.7 1414.5 23.0 0.68 5.02 0.06 ** 6 COMAS 11 12 370.0 3839.8 1295.1 28.0 0.47 2.54 0.08 ** 7 PALLAYA 13 14 390.0 3728.5 1267.1 23.0 0.74 3.85 0.06 ** 8 UCHUBAMBA 15 16 530.0 2983.6 1102.1 25.0 0.85 5.90 0.05 ** 9 PUCARA 17 18 320.0 2586.7 1020.8 25.0 0.51 5.81 0.08 ** 10 CIMAYA 19 20 180.0 2298.3 960.7 22.0 0.37 6.45 0.12 ** 11 PALCAMAYO 21 22 480.0 3825.6 562.3 34.0 0.42 2.32 0.07 ** 12 HUASAHUASI 23 24 590.0 3576.3 508.3 35.0 0.48 2.68 0.06 **
13 CASCA S 25 26 400.0 2704.7 363.2 24.0 0.69 7.42 0.06 ** 14 OROBAMBA 27 31 1980.0 2680.7 390.4 82.0 0.29 2.83 0.04 ** 15 PALCA 32 36 1670.0 2933.6 409.3 84.0 0.24 2.36 0.05 ** 16 CHANCHAMAYO 37 44 2610.0 1969.1 1467.8 111.0 0.21 3.00 0.04 **
17 ARTURO 45 46 650.0 1498.5 1501.2 25.0 1.04 4.80 0.04*
* 18 LA TORRE 47 48 460.0 1399.9 1580.0 25.0 0.74 4.19 0.05 ** 19 AUTRIQUE 49 50 120.0 924.5 1740.8 27.0 0.16 2.46 0.22 ** 20 ANCAYO 51 52 400.0 1660.0 1432.0 27.0 0.55 3.70 0.07 ** 21 MAZAMARI 53 54 580.0 1397.2 1~80.8 40.0 0.36 2.73 0.07 ** 22 PONGOA 55 58 1520.0 1515.7 1328.4 76.0 0.26 3.08 0.05 ** 23 SATIPO 59 62 1870.0 1888.1 1454.0 95.0 0.21 3.32 0.05 ** 24 PERENE SU 63 64 480.0 3337.2 1176.7 31.0 0.50 3.43 0.06 ** 25 PERENE MD 64 66 190.0 2525.4 1005.1 10.0 1.90 8.41 0.05 ** 26 PERENE IN 66 74 3300.0 1315.7 1595.4 185.0 0.10 2.70 0.06 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 20552.0 2229.4 1169.9 1146.0 0.02 3.40 0.06 ******~*~********************************************************************************************************************************************************************************
164
RIO MARAÑON B AJ o( 2 1 1 1.
)
11411.6
9164.3RIO UCAYALI 88
89
- 2 31
90
¡ 5 6
91
. 1110 9 8 7
92 1230 29 L
t21
28 27 26 25 21,3123
93~20 19 18 17
22 1632 33 34
91.1,555.2
15RIO NAPO (2302)
3& 3511.
95
'1338 37
. 96
39 40 1.1
97
1.3 1.2
98
4i. 1,5 46
99
1,7 48
100
52 51 50 1.9
. 101
----EVALUACIDN DEL
DIAGRAMA FLUVIAL:POTENC lA L
AMAZONAS 2301 Fig. 116H I o Ro ELEC TRICO
NACIONAL FLOW DrAGRAM 1/2165
-
,51, 53
102
56 55
I 103
~57 58 59
101,
-&0 &1
105
b) &Z
10&
61, 65
107
&7 66
, 108
- . 7370 71 n
. 69
109 171,
~.68a 77 76 7S
110
80 7
111
~82 81
112
SI. 83
113
87 86 85
RIO VAVARI3(,00.7... 11(,
( 230t,)
~"""""", "B RAS! L
EVALUACION DEL DIAGRAMA FLUVIAL:POTENCIAL
AMAZONAS 2301 Fig. 1171 H I DROELECT RICOFLOW DIAGRAM:
2/2NACIONAL1116
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 32 ** * # DE PUNTOS 114 ** DEL RIO AMAZONAS , CODIGO 2301 * # DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **C0DIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** *
***
***
1234567&9101112131415151713192021222324252527202930
TAHUYOTANSHIYACUITAYARESISTENCIACHANBRIAPUNT A
yACU
MOMONNANAYMANITIYANAYACUDEORJA:-JGOSA
QROSAARAYACU:~OT AHUA
yO
PALOMETAAMPIYACUSHISHITAYANAYACUDEBRPICHANACliCHQUINASPERUA TESTA ROSACAJOCUMALSIMONAI~AYORU I,A
PASHIAATACUARIBAYAHUAZULCJRETOYACUANACAYACU
147111317222432353739424447495355576062646668707375798183
8588
3610121621233134363841434648525456596163656769727478808284
87114
1630.0555.0
2625.01025.03283.01992.0752.0
5453.01170.O580.0922.O
2023.0720.O750.0440.0
3733.01165.O546.01070.O393.0415.O780.0793.0463.0911.O895.01799.O335.0863.0542.0
1429.017403.1
112.6111.5111.3116.O113.7116.1115.1114.2112.3110.1110.O112.6112.3113.5112.1114.7115.O115.1114.5116.O116.O115.1114.O115.O113.9112.O107.3106.1105.O103.0
104.O112.1
2733.82733.42733.42734.82734.12734.82734.52734.32733.72733.02733.02733.82733.72734.O2733.62734.42734.52734.52734.42734.82734.82734.52734.22734.52734.22733.62732.22731.82731.52730.9
2731 .22733.6
80.085.0135.O60.0140.O178.050.0
310.O90.050.058.095.050.080.050.0140.O48.040.079.049.039.045.058.029.052.057.O108.O50.050.068.0
85.0560.0
0.250.080.140.280.170.060.300.060.140.230.270.220.290.120.180.190.510.340.170.170.270.390.240.550.340.280.150.130.350.12
0.200.06
O.O10.000.000.02O.O10.020.030.020.020.020.020.030.040.040.040.030.060.080.050.070.090.080.050.140.110.060.050.050.060.04
0.050.06
0.050.150.050.060.040.090.070.060.080.090.060.050.070.110.110.040.040.070.070.120.090.060.070.060.060.060.060.150.060.13
0.060.03
******************************
**
3132
CA~IEL A
A~~AZÚ"AS
*...*****************************************************************************************· CARACTERISTICASDE LA CUENCA 57461.1 112.5 2733.7 3068.0 0.01 0.04 0.05
*~..*..*************.************************.*********~*~************************************ TRIBUTARIOS CONSIDERADOS SEPARADAMENTE ********************************************************************************************** MARON/UCAYI 88 956824.9 2119.4 1444.4 42886.0 0.00 2.87 0.04
*NAPO 93 44822.4 228.2 2768.9 2918.0 0.01 0.33 0.07*YAVARI 114 59170.0 370.2 2811.5 1875.0 0.02 0.22 0.03**.******************************************************************************************
* CARACTERISTICAS ACUMULATIVAS *1118278 1847.9 1636.150747.0 0.00 2.45 0.05*********************************************************************************************
167
Del ECUADOR1020.0
al,1,85
85V
5 "~386
2 187
.....7 El
4 3688
37B 9
.....16 17 18
89
-38 1\ lO
19 20904 21
1
39 12 13
~22 23 21,91
3J -1,0 3415 11,
~~-5 263S 92
t,1 42 43 4[, 4528 4 30 4 32
93
129 LI47 [,8
27
4i , 91,51,
55 53 52 514 50
9S
H956 57
96
58 59 60
EVAlUACION DelDIAGRAMA FLUVIAL:
POTENCIAL NA PO 2302 Fig. 11 8HI DROELECTRICO.
FlOW DI AGRAM :1/2N'AC [ON AL168
97
61 62
98
-64 63
99
&5 66
100
&9 6~ 67
101
74 75 76 77..
78 j 7971 73
102
. 70 72 -81 80
103
83 82
1043
(:1mIs
RIO AMAZONAS (2301)
EVALUACION DEL DIAGRAMA FLUVIAL:POTENCIAL
N A PO 2302 Fig. 119HIDROELECTRICO
FLOW DIAGRAM :2/'2NACIONAL
169
I 34
1 2
35
36
37
3 4 5
I 38
6 7
'/
" 39
3 ~- 10 ,
"Í' 40
(1 12 13
41
42
14 IS( COLO MB t A
43
16 17 18
44
", 45
19 20
46
47
48
49
21 22 23 24 25
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCI AL PUTUMAYO 2303 Fig. 120H I DROELECTRICO
INACIONAL FLOW DIAGRAM: 1/2I170
EVA. C DE. DIAGRAMA FL VIALp~ AL
H,DR L' RICO PUTUMAYON," AL FLOW DIAGRAM
28 29 30
26 27
31 32
50/
51
33
COLOMBIA
/
BRASIL
2303
2/2
Fig121J '"
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 31 *
* * # DE PUNTOS : 104 ** DEL RIO NAPO , CODIGO 2302 *# DE ESTACIONES HIDROMETRICAS O *
********************************************************************************************* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)
**********"*********************************************************************************** *" 1 LAGARTOCOCHA 1 3 431.0 343.9 2813.2 80.0 0.07 0.61 0.19 *" 2 ACUARIO 4 5 410.1 288.1 2792.8 32.0 0.40 1.32 0.08 ** 3 SANTA MARIA 6 7 680.0 274.2 2784.5 48.0 0.30 0.45 0.07 ** 4 ANSHIRI 8 9 2248.0 264.7 2778.8 68.0 0.49 0.30 0.03
** 5 LORO CAPARIN 10 11 438.0 257.4 2774.4 45.0 0.22 0.42 0.10 ** 6 UNO 12 13 651.0 248.3 2770.4 72.0 0.13 0.26 0.11 *"
7 TARAPOTO 14 15 643.0 241.6 2768.5 40.0 0.40 0.45 0.06*
" 8 N,A.SHINO 16 18 1133.1 310.0 2803.0 80.0 0.18 0.61 0.07*
" 9 ALEMAN 19 20 863.0 285.7 2791.3 53.0 0.31 0.36 0.06 *"10 ARAVELA 21 24 2227.0 279.4 2787.5 125.0 0.14 0.28 0.06 *"11 PAVOYACU 25 26 482.0 250.9 2771.2 48.0 0.21 0.30 0.10
*"12 MOSQUERA 27 28 454.0 286.5 2791.9 52.0 0.17 0.44 0.11*
* 13 YANAYACU 29 30 751.0 271.5 2782.9 63.0 0.19 0.33 0.08"* 14 YURACYACU 31 32 703.0 255.5 2773.3 65.0 0.17 0.30 0.09 *
* 15 SANTA MARIA 33 35 684.0 251.4 2772.0 98.0 0.07 0.28 0.14""16 CURARAY 36 45 3291.1 273.5 2785.1 285.0 0.04 0.55 0.09*"17 PUCARA 46 48 827.0 226.4 2765.3 70.0 0.17 0.33 0.08 ""18 PROVIDENCIA 49 50 955.0 222.7 2764.5 58.0 0.28 0.26 0.06 ""19 TAMBOR YACU 51 55 3048.0 231.6 2766.4 185.0 0.09 0.21 0.06 *
"20 HUIRINA 56 57 610.0 201.2 2760.2 63.0 0.15 0.20 0.10*"21 TUCSHACURARA 58 60 2276.0 197.7 2759.1 108.0 0.20 0.17 0.05 *
* 22 VELLAVISTA 61 62 560.0 184.0 2755.2 38.0 0.39 0.28 0.07"* 23 ZAPOTE 63 64 810.0 174.2 2752.2 55.0 0.27 0.18 0.07""24 TUTAPISCO 65 66 1442.0 171.9 2751.6 43.0 0.78 0.20 0.03 ""25 YANAYACU 67 69 1340.0 164.0 2749.2 100.0 0.13 0.13 0.07 "* 26 DOS 70 71 1080.0 168.5 2750.5 68.0 0.23 0.14 0.06*
"27 GUANO 72 73 520.0 163.4 2749.0 45.0 0.26 0.19 0.09 "* 28 MAZAN 74 79 1927.0 178.4 2753.5 193.0 0.05 0.14 0.10*"29 SUCUSARI 80 81 896.0 148.0 2744.4 60.0 0.25 0.11 0.07 *
* 30 MANGUA 82 83 510.0 139.2 2741.7 48.0 0.22 0.13 0.09*
** 31
*
NAPO 84 104 11932.1 219.5 2766.0 530.0 0.04 0.40 0.04 *"*
********************************************************************************************
" REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 12 *" * # DE PUNTOS 56 ** DEL RIO PUTUMAYO , CODIGO 2303 *
# DE ESTACIONES HIDROMETRICAS O*********************************************************************************************
" TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *****************************,,*****AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%> (l/KM)
*"******************************************************************************************** **
*"*********
123456789
101112
GUEPPIGURUYASOCICAYAANGUSILLAYAVINETOUNOCAMPUYARET I RO
ALGODONSAN SALVADORYAGUASPUTUMAYO
1368
1114161921262834
257
101315182025273356
4435.0748.0575.0968.0
2328.01313. O1798.02008.03307. O
520.09156.0
12982.1
228.4225.2224.2218.8222.3195.3177.9160.0140.2144.3114.6145.3
2765.72765.02764.82763.82764.52758.62753.42748.02742.02743.32734.42743.2
45.090.080.085.0120.065.0100.070.0180.050.0
250.0995.0
2.190.090.090.130.160.310.180.410.100.210.150.01
0.350.280.220.310.230.220.180.150.110.190.070.09
0.010.120.140.090.050.050.060.030.050.100.030.08
*****
******
***********************************************************************************************
* CARACTERISTICAS DE LA CUENCA 40138.1 159.7 2747.2 2130.0 0.00 0.14 0.05*********************************************************************************************
***************,,****************************************************************************
172
34
35i
36
37
38
3'3
1.0
6 2 5 4 '3
41
1
42
43
41.
1S
18 " 81'3 12 11 10 9
16 'S19 7
17 1.6
20 21 22 23 21. 2S 2
47
27 1.8SRAS¡ IL
28 49
29 50
~30 31 32"
SI
3400.7,~RIO AMAZONAS (2'301)
////..................4'"/.............................-..........//................. ZONA Brasileña
EYALUACION DEL DIAGRAMA FLU V I Al:
POTENCIAL
H I OROELECT RI C Oy A VAR 1 2304 Fig. 122
i ,NACIONAL FLOW DI AGRAM :
IS
19
20~-
3 2 1
21
1. 5
22
7 &
23
21.
25 - . .12 11 10 S 8
J
2G
27
n 11.
2817 16 15
I [\ '1\
\S.5 4.0 0.6
RIO BRASI L
~~BRASIL
EVALUACION DEL DIAGRAMA FLUVIAL:
POTENCIALPURUS 2305
iHIDROELECTRICO Fig. 123
INACIONAL FLOW DIAGRAM
174
33
34
35
36
37
7 6 5 1. 3 2 I
38
8 9.10
39,
11
1.0
12
RIO INAMBAR:931..2
1.1( 2307 )
13
'227 1,
4323 .. . --
21 20 19 18 17 16 15
~21. 1.1.
25 t b 27 28 29 31 32
1.5. . .,
~BOLIVIA iiIi!
EVALUACIC'N D"lDIAGRAMA FLUVIAL: MADRE DE DIOS
POTENC ALTAMBOPATA)DE LAS PIEDRAS Fiq.124H IDROELECTRICO
FlOW DIAGRAM: (2306)2308)2310 )NAlIONAL
********************************************************************************************* REPRESENTACION
y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 9*
* * # DE PUNTOS . 51 ** DEL RIO YAVARI ,CODIGO 2304 *' DE ESTACIONES HIDROMETRICAS O
********************************************************************************************** TRAMO
*PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD
*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** ** 1 REMO 1 2 920.0 379.2 2823.8 30.0 1.02 0.14 0.03 ** 2 GALVES 3 6 3230.0 377.7 2822.5 125.0 0.21 0.09 0.04 ** 3 ESPERANZA 7 8 1200.0 301.2 2800.4 50.0 0.48 0.11 0.04 ** 4 YAVARI MIRIN 9 14 6640.0 342.2 2810.3 210.0 0.15 0.14 0.03. ** 5 FRECHEIRA 15 17 1580.0 293.9 2795.4 100.0 0.16 0.16 0.06 ** 6 CURACAO 18 26 11430.0 412.9 2821.0 350.0 0.09 0.30 0.03 **
7 QUIXITO 27 29 2520.0 227.1 2766.2 100.0 0.25 0.32 0.04 ** 8 ITHUY 30 33 3180.0 212.3 2762.7 120.0 0.22 0.32 0.04 ** 9 YAVARI 34 51 28470.0 395.9 2817.1 790.0 0.05 0.22 0.03 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 59170.0 370.2 2811.5 1875.0 0.02 0.22 0.03
*- -""-
.. ..... .. ..
""-""
..... .. .. .. .. ..-
-,,,..
-.. ..... .- .. ~ ..
"
.. ~-
...., .. ..
"
.. ..~". .-
,- .. ..
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA *
, DE TRAMOS 7*
* *# DE PUNTOS 28 *
* DEL RIO PURUS ,CODIGO 2305 *' DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ***********************************************~********************************************** ** 1 CURIUJA 1 3 1820.0 446.9 1864.8 80.0 0.28 0.10 0.04 ** 2 RONSOCOYACU 4 5 590.0 438.1 1871.4 30.0 0.66 0.11 0.05 ** 3 RONCOSO 6 7 350.0 436.4 1872.7 30.0 0.39 0.20 0.09 ** 4 CURUNJA 8 12 5190.0 409.0 1892.9 185.0 0.15 0.04 0.04 ** 5 CHAMBUYACU 13 14 590.0 373.1 1913.3 40.0 0.37 0.10 0.07 ** 6 SANTA ROSA 15 17 330.0 374.4 1912.2 80.0 0.05 0.09 0.24 ** 7 PURUS 18 28 8030.0 411.3 1889.7 380.0 0.06 0.02 0.05 *
* ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 16900.0 413.8 1888.3 825.0 0.02 0.06 0.05 *
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LAS CUENCAS * # DE TRAMOS 6 ** DE LOS RIOS MADRE DE DIOS,TAMBOPATA y LAS PIEDRAS* # DE PUNTOS 45 ** CODIGOS : 2306,2308,2310 * DE ESTACIONES HIDROMETRICAS O
********************************************************************************************** TRAMO * PUNTOS
*ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *
********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. ** CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)********************************************************************************************* ** 1 MANU 1 7 13520.0 932.2 3374.4 320.0 0.13 0.83 0.02 ** 2 COLORADO 8 9 3230.0 717.6 3800.5 100.0 0.32 0.44 0.03 ** 3 DELASPIEDRAS 10 21 15550.0 396.2 1895.4 520.0 0.06 0.03 0.03
** 4 CARAMA 22 24 3150.0 445.5 1865.8 110.0 0.26 0.13 0.03
** 5 TAMBO PATA 25 32 11560.0 1138.5 1558.0 360.0 0.09 1.49 0.03 ** 6 MADREDEDIOS 33 45 20850.0 994.5 3519.5 585.0 0.06 0.63 0.03
** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 67860.0 830.9 2720.9 1995.0 0.02 0.62 0.03 ********************************************************************************************** TRIBUTARIOS CONSIDERADOS SEPARADAMENTE ********************************************************************************************** INAMBARI 41 17376.3 2658.0 2682.6 1552.0 0.00 6.63 0.09 ********************************************************************************************** CARACTERISTICAS ACUMULATIVAS 85236.3 1203.3 2713.1 3547.0 0.00 3.25 0.04
****************************************************************************************.****
176
1~5 ) 11
1820 19
6 17 13 10 6 5 4
3 2 17
16 15 14 7 89
835 3t. 33 32 31 30 29
28 23
9
27 22
O
26 21
1
25
l
2l,
5
50 l,9 L8 47 46 45 LI. 43 1.241
40, . . . .39 3~ 37 36
78 77 16 75 71. 73 72 71 70 69 68
6~ 605) 52 51
72 59 51.
160 61 62 63
58 57 56 55
"-
i 16 115 11/. 113 112 111161 I . . . . . "162 118 99 98 97 96 95 91.
r 129133 132 131 130
163 100 128109
108
164 101 lL. 126
102 107
165 103 9386
106 92 125
166101, 105 89 81'> 87
- T
81
80
79
1/.3 1~2 1~0 136 135139 138 137
14
65
14
1~
1~
15
15
15
153
1S 4
155
15
157
158
67
\59 66
RIO MADRE DE DIOS
EVALUAC ION DEL
PO T E N C I AL
H I D R O EL EC T RICO.
NACIONAL
90 121. 123 122 121 120 11999
DIAGRAMA FLUVIAL:
INAMBARI 2307 F jg. 12 5
FLOW DIAGRAM177
S
G
/
7 BR AS I L
PEFW /8
2 1
9 7. 3JI:s. 93 "
'/
/////// '/////
BRASI L
EVALUACIO N DEL DIAGRAMA FLU V I AL:
POTENCIAL A e RE 2309 Fig. 126HI DROELECTRICO
NACIONAL FLOW DIAGRAM:8I 17
26
27
2 1
28
3 1. 5
29
7 6
)0
108 9
)1 11
l' 13 12
32
17 16 15
33
20 19 18
3' .21 22
35
23 2' '25
36 BRASIL
EVALUACION DEL DIAGRAMA FLUVIAL:POTENCIAL
YURUA 2311H IDROELECTRICO Fig. 127
NACIONAL FLOW DIAGRAM:179
********************************************************************************************· REPRESENTACION
y CARACTERISTICAS DE LA CUENCA · I DE TRAMOS 21 ** * I DE PUNTOS : 166 ** DEL RIO INAMBARI , CODIGO 2307 * I DE ESTACIONES HIDROMETRICAS: O ********************************************************************************************** TRAMO * PUNTOS
* ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD **************************.********AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** **
1 ANA 1 3 174.7 3337.6 1253.3 22.0 0.36 3.75 0.13 ** 2 AMANDQA 4 6 110.4 2804.3 1748.4 19.0 0.31 2.50 0.17 ** 3 SANDIA 7 12 491.3 2350.8 2544.2 58.0 0.15 2.59 0.12 ** 4 PATAMBUCO 13 20 767.7 2964.0 1709.1 73.0 0.14 4.52 0.10
** 5 NANCY 21 23 148.2 3911.7 910.0 21.0 0.34 3.45 0.14 ** 6 LIMBANI 24 28 372.8 3458.3 1207.5 37.0 0.27 3.78 0.10 ** 7 USICAYOS 29 35 736.4 3335.3 1597.9 66.0 0.17 4.28 0.09 ** 8 AYAPATA 36 41 464.0 3492.6 1180.0 45.0 0.23 10.24 0.10 ** 9 TACORA 42 50 1024.1 3235.3 1721.5 83.0 0.15 10.96 0.08 ** 10 CHALLAPAMPA 51 54 325.9 4819.5 800.8 37.0 0.24 3.72 0.11
** 11 CORANI 55 60 676.2 4414.9 812.7 55.0 0.22 4.42 0.08 **
12 LLUCA 61 64 382.2 3676.0 1009.3 23.0 0.72 12.43 0.06 ** 13 SAN GAVAN 65 78 2024.6 3531.6 1865.7 132.0 0.12 8.10 0.07 ** 14 YAHUARMAYO 79 85 297.5 968.0 5586.1 58.0 0.09 3.99 0.19 ** 15 PATA 86 89 283.2 4056.8 1012.0 30.0 0.31 13.92 0.11 **
16 HUANCAHUACHA 90 93 391.53388.8 1232.1 32.00.38 11.87 0.08*
* 17 GABY 94 99 416.7 2044.4 3330.6 48.0 0.18 7.81 0.12 ** 18 NUSINISCATO 100 110 908.1 1697.7 4366.0 100.0 0.09 7.76 0.11 ** 19 TERESA 111 118 887.3 2423.2 2569.6 72.0 0.17 9.08 0.08 **
20 MARCAPATA 119 133 1636.0 2769.8 2629.6 136.0 0.09 7.45 0.08 ** 21 INAMBARI 134 166 4857.5 1575.8 4164.4 405.0 0.03 5.50 0.08
** *********************************************************************************************
* CARACTERISTICASDE LA CUENCA .17376.3 2658.0 2682.6 1552.0 0.00 6.63 0.09*
********************************************************************************************..-
.. .. .. .. .. ." . .. -....
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA *
I DE TRAMOS 3 ** *
I DE PUNTOS 9 *
* DEL RIO'ACRE , CODIGO 2309 * I DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO
*PUNTOS
*ALTURA LLUVIA LONG' FACTOR PEND. DENSIDAD *
**********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************
* ** 1 PALOS 1 2 250.0 445.7 1865.7 15.0 1.11 1.10 0.06 ** 2 YAVERIA 3 4 380.0 434.1 1874.4 '45.0 0.19 0.26 0.12 ** 3 ACRE 5 9 2600.0 457.8 1856.6 110.0 0.21 0.27 0.04 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 3230.0 454.1 1859.4 170.0 0.11 0.34 0.05 *
*********************************************************************************************
REPRESENTACION y CARACTERISTICAS DE LA CUENCA * I DE TRAMOS 11 ** * I DE PUNTOS 36 ** DEL RIO YURUA , CODIGO 2311 * I DE ESTACIONES HIDROMETRICAS O *********************************************************************************************
*TRAMO
*PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *
**********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE *
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) ********************************************************************************************** **
1 GUINEYACO 1 2 200.0 348.6 1925..7 25.0 0.32 0.22 0.12 ** 2 SOLORZANO 3 5 1190.0 359.1 1920.4 50.0 0.48 0.43 0.04 ** 3 PAUSILIAGA 6 7 260.0 347.9 1926.0 25.0 0.42 0.53 0.10 **
4 SERRANOYACU 8 9 350.0 350.0 1924.5 28.0 0.45 0.58 0.08 ** 5 SUNGAROYACU 10 11 266.0 349.8 1924.7 24.0 0.46 0.54 0.09 **
6 HUACAPISTEA 12 14 1110.0 366.5 1916.1 61.0 0.30 0.43 0.05 **
7 DORADO 15 17 426.0 338.0 1930.4 42.0 0.24 0.60 0.10 ** 8 PUCAURCO 18 20 1050.0 334.7 1932.5 56.0 0.33 0.58 0.05 ** 9 BEU 21 22 250.0 299.6 1950.2 29.0 0.30 0.51 0.12 ** 10 BREU 23 25 1280.0 356.1 1921.7 70.0 0.26 0.55 0.05 ** 11 YURUA 26 36 3110.0 284.5 1957.6 155.0 0.13 0.12 0.05 **' **********************************************************************************************
CARACTERISTICAS DE LA CUENCA 9492.0 328.8 1935.4 565.0 0.03 0.40 0.06 *****************************************************************************************************************************************************************************************
LAGUNA SUCHES12
13
11,
15
3 1, 52
161
17
18
--6 7 8 9
19
11 10
20
21,', , ,
"
BOLIVIA
EVALUACION DEL DIAGRAMA FLUVIAL:
POrENCIALSUCHES 301 Fig 128H I DROELECTRICO
NACIONAL FLOW DIAGRAM: 181
, 42
43
"-
'S
3 2 1
46 411 l'
47 S
12 1548 6
13 167
17 9 8. 49 18 10
25 24 23 22 21 20 19
SO 26
51 27
52 2837
41 'O 39 38 36 35 3' 3332
53
31
5'
EST. 30
PUENTE CARRE TERA 55
126.1 ) 210201 [IJ 29
56
RIO RAMIS (30i)
LAGO TITlCACA
EVALUAC ION DEL DIAGRAMA FLUVIAL:
POTENCIALHUANCANE 302 Fig.129
HIDROELECTRICO
NAC IONAL FLOW DIAGRAM:182
132
133
134
13~
136
137
138
1 2 3
139
140
7 6 5 1,
141
11,2
11,3
W.
8 9 ID 11
145
12 13 11, 15 16
11,6
~.
EVALUACION DEL DIAGRAMA FLUVIAL:POTENCIAL
RAMIS 303 Fig. 130HI DROELECTRICONACIONAL FLOW DI AGRAM : 1/2 183
1032
107 1711.8
33
10818
11.9
34 19
109 8--..-28 20 21 22 23
35 ISO
72 110 . . . . .29 27 26 25 21.
36
73 111 30 15131
7/. 75 76 1523755
112
38 15356
113
["" '9 50 5] 52 53 5'
114 15457
45
. . . . .115 " " 1.2 1.1 ¿O 39 155 58
70 6
83 82 81 80 79 78 77 71 69 6861.
116 156 66
92 63. . . . .95 91. 93 91 90 89 88 15787 62 65.
11799 86
r-~. 158 61100 101
98 85118 159 60
97 8'119 . 160 59
96
120 161
121 162123
122 124 125 126 127 128 129 130 131106
163105
10'164
.
103 165
102 166
I::ST. PUENTE CARRE TERA. ( 80.3) 167210101
168
169 ( RIO HUANCANE)
6 LAGO TI TlCACA
7
EVALUACION DEL
POTENC IAL
HIDROELECTRICO
NACIONAL
DIAGRAMA FLUVIAL:
R A MIS 303 Fig. 131
184FLOW DIAGRAM: 2/2
*********************************************************************************************
REPRESENTAC I ON Y CARACTER I ST I CAS DE LA CUENCA * , DE TRAMOS 5** *' DE PUNTOS 21 ** DEL RIO SUCHE S , CODIGO 301 *, DE ESTACIONES HIDROMETRICAS: O*
********************************************************************************************* . TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (~) (l/KM)
********************************************************************************************** ** 1 BLANCO 1 2 310.0 4855.9 530.4 23.0 0.59 1.88 0.07
** 2 TRAPICHE 3 5 100.0 4979.2 536.0 23.0 0.19 2.06 0.23** 3 CHUENAHUERTA 6 9 152.8 4400.2 684.5 30.0 0.17 1.15 0.20 *
* 4 JAVIRCAVIRA 10 11 31.0 4467.1 666.6 11.0 0.26 2.37 0.35** 5 SUCHES 12 21 859.1 4599.4 621.5 81.0 0.13 1.78 0.09** *********************************************************************************************
* CARACTERISTICAS DE LA CUENCA 1452.9 4656.5 603.7 168.0 0.05 1.76 0.12 *********************************************************************************************
_t
"-I 4
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA *
, DE TRAMOS 11 ** *' DE PUNTOS 56 ** DEL RIO HUANCANE , CODtGO 302 *, DE ESTACIONESHIDROMETRICAS 1 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (~) (l/KM) ********************************************************************************************** ** 1 PALCA 1 3 132.8 4559.9 635.4 23.0 0.25 3.06 0.17 ** 2 TARUCANI 4 7 161.8 4328.1 696.3 24.0 0.28 4.08 0.15 ** 3 COMeuco 8 10 87.3 4276.3 709.9 18.0 0.27 4.09 0.21 ** 4 FURCAPUNCO 11 13 105.0 4608.6 618.7 21.0 0.24 4.60 0.20 ** 5 TOCOTOCO 14 18 487.14449.8 649.4 41.00.29 4.11 0.08 ** 6 PONGONGONI 19 25 3q5.6 4225.4 703.3 56.0 0.12 2.97 0.15 ** 7 CANSANE 26 28 135.3 4342.3 692.2 21.0 0.31 3.41 0.16 ** 8 HUAYLLACUYO 29 32 278.8 4141.8 720.5 30.0 0.31 2.51 0.11 ** 9 TUYTO 33 41 619.6 4177.7 714.5 79.0 0.10 2.41 0.13 ** 10 HUANCANE SUP 42 55 1073.1 4192.8 696.0 116.0 0.08 2.47 0.11 ** 11 HUANCANE INF 55 56 110.3 4019.0 720.5 8.0 1.72 2.66 0.07 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 3556.7 4259.2 691.9 437.0 0.02 3.02 0.12 *
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * , DE TRAMOS 22
** *, DE PUNTOS : 169 ** DEL RIO RAMIS , CODIGO 303 *, DE ESTACLONES HIDROMETRICAS 1 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (J) (l/KM) ********************************************************************************************** ** 1 MORRENAS 1 3 116.2 4742.6 567.4 20.0 0.29 1.64 0.17 ** 2 CULLCO 4 7 225.2 4565.9 631.4 29.0 0.27 3.72 0.13 ** 3 AJOYANI 8 11 297.8 4520.8 642.4 31.0 0.31 3.50 0.10 ** 4 ANTAUTA 12 16 340.4 4482.2 660.2 38.0 0.24 2.97 0.11 ** 5 CONDORIRE 17 19 102.9 4441.4 675.5 15.0 0.46 5.45 0.15 ** 6 PIRHUANI 20 23 141.8 4412.6 671.5 31.0 0.15 3.37 0.22 ** 7 SAN JUAN 24 27 116.8 4286.1 703.6 27.0 0.16 3.33 0.23 ** 8 VILUYO 28 31 310.6 4481.4 661.0 30.0 0.35 3.16 0.10 ** 9 JORAHUINA 32 38 520.3 4424.8 657.1 62.0 0.14 3.17 0.12 ** 10 GRANDE 39 54 1821.2 4329.7 664.2 141.0 0.09 2.58 0.08 ** 11 YOCARA 55 58 86.6 4207.2 715.4 33.0 0.08 2.70 0.38 ** 12 TINTIRI 59 64 575.1 4184.7 714.3 49.0 0.24 3.99 0.09 ** 13 SAN JOSE 65 71 234.6 4322.0 680.2 61.0 0.06 3.27 0.26 ** 14 ANTAYMARCA 72 76 294.1 4638.8 605.0 35.0 0.14 4.32 0.12 ** 15 MA~RI 77 83 520.0 4278.9 703.8 56.0 0.17 4.52 0.11 ** 16 PARINA 84 87 234.8 4446.9 664.5 33.0 0.22 3.82 0.14 ** 17 SANTAROSA 88 95 653.6 4312.8 674.7 69.0 0.14 3.99 0.11 ** 18 UMACHIRI 96 101 293.2 4365.5 681.0 45.0 0.14 4.25 0.15 ** 19 VENTILLA 102 106 419.5 4283.4 707.1 43.0 0.23 2.80 0.10 ** 20 PUCARA 107 131 2661.7 4200.8 692.0 227.0 O 05 2.39 0.09
** 21 RAMIS SUP 132 167 3787.8 4347.7 671.7 338.0 0.03 2.59 0.09 ** 22 RAMIS INF 167 169 690.0 3823.2 702.3 13.0 4.08 0.40 0.02 ** **********.*********************************************************************************** CARACTERISTICAS DE LA CUENCA 14444.2 4307.3 676.3 1426.0 0.00 3.03 0.10 **************************************************************************************.******************************************************************************************..******
185
51
52
53
5'
2 3 ,55
56 8
PERDI DAS 57 9
10LAG. LAGUNILLAS
ESr. LAGUNI LL AS (7 J) 7 6 5
210601 [2J59 11
18 17 16 15 14 13 12
60 EST. R 10 V E R DE ( 10.6)
210701 [3J
61
19 20
62
21 22 23 2435
63
36
6'37
65 28 25
38
66 29 263/, 33 32 31
67 39 30 27
50 /,9 /,8 /,7 /,6 /,5 " 43 /,2 /,1 40
EST. PTE. MARAVILLA 68( 37.6 ) 210/,01 l1J
69
70
71
72
73
LAGO r I TIC A e A
EVALUACION DEL
POTENCIAL
H IDROELECTRICONACIONAL
DIAGRAMA FLUVIAL:
COA T A 304 Fig 132
186FLOW DIAGRAM:
12
13
"15
16
17
1 2 3"
5
18
-11 10 9 8 7 6
19
20
21
22
LAGO TITICACA
EVALUACrON DEL DIAGRAMA FLUVIAL:POTENCIAL
HI DR OELECTRICO ILLPA 305 Fig. 133N A C ION AL FLOW DIAGRAM:
J87
71
72
73
71,
75
, 3 2
76 CHICHILLAPI (1.7)
211301[2J
77
S 6 7 8
78 LLUSTA (3.0 )
211701[3J
79
13 12 11 10 9
80
81
11, 15 16 17 18
82
21. 23 22 21 20 19
83
8'
8525
86 26
87 27
88 28
70 69 68 67 66 65 61, 63 62 61 60 59 58 5756
89
91'0 39 38 37 36 35 3'
5'33
92 32 31 30 29
5393 52 51 SO '9 1,8
LAGO TI TI CACA
DIAGRAMA FLUVIAL:
lLAVE 306
F~OW DIAGRAM:
PUENTE CARRETERA 90( 34.0 ) 210301[1]
1.7 1,6 1,5 '3 1,155
EV ALUAC ION DEL
POTENCIAL
HI DROELECTR ICO
NACIO N AL
Fig. 134
188
********************************************************************************************* REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 15
** * # DE PUNTOS 73
** DEL RIO COATA , CODIGO 304
* # DE ESTAC.lONES HIDROMETRICAS 3*
********************************************************************************************* TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **COD IGO* NOMBRE * DE A
*(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)
********************************************************************************************** ** 1 ATICAYA 1 4 129.6 4453.3 909.3 27.0 0.18 1.24 0.21
** 2 CAQUETE 5 7 93.8 4628.3 1017.3 18.0 0.29 4.92 0.19 ** 3 PARATIA 8 11 283.1 4606.3 1065.7 30.0 0.31 3.51 0.11
** 4 VERDE SUP 12 17 399.7 4713.6 1059.0 44.0 0.21 5.45 0.11 **
5 VERDE INF 17 18 126.0 4389.0 871.2 10.0 1.26 3.40 0.08*
*6 COMPUERTA 19 20 244.4 4329.8 823..8 10.0 2.44 4.90 0.04 *
*7 COTANA 21 24 233.0 4325.6 824.2 31.0 0.24 2.78 0.13
** 8 PUMAHUASI 25 27 81.6 4532.9 950.9 17.0 0.28 6.07 0.21 ** 9 ANTALLA 28 30 107.5 4545.5 1015.1 22.0 0.22 4.00 0.20 ** 10 CHURUCAMA 31 34 168.3 4259.2 776.3 28.0 0.21 5.07 0.17
** 11 CHAQUIMAYO 35 39 215.2 4206.1 760.6 33.0 0.20 4.71 0.15 **
12 LAMPA 40 50 858.7 4256.9 803.0 92.0 0.10 3.11 0.11*
*13 COATA °Ao 51 58 650.9 4534.4 953.8 63.0 0.16 2.69 0.10 *
* 14 COATA °Bo 58 68 742.9 4166.2 741.1 87.0 0.10 3.03 0.12*
* 15 COATA °Co 68 73 422.5 3877.6 657.8 45.0 0.21 0.82 0.11 ** ********************************************************************************************** CARACTERISTICAS DE LA CUENCA 4757.2 4338.5 853.7 557.0 0.02 3.38 0.12 *
********************************************************************************************* REPRESENTACION
y CARACTER1STICAS DE LA CUENCA * # DE TRAMOS 3*
* * # DE PUNTOS 22 ** DEL RIO ILLPA , CODIGO 305 *
# DE ESTACIONES HIDROMETRICAS O ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD
*********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **COOIGO* NOMBRE *
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)*
********************************************************************************************* ****
123
CHALLAMAYOCONAVIRIILLPA SUP.
1612
51122
319.2332.1514.1
4093.94124.34163.0
710.6735.5755.3
42.047.092.0
0.180.150.06
2.672.642.65
0.130.140.18
***
* *********************************************************************.***********************
*CARACTERISTICAS DE LA CUENCA 1165.4 4133.0 737.4 181.0 0.04 2.65 0.16 *
********************************************************************************************
********************************************************************************************
*REPRESENTACION y CARACTERISTICAS DE LA CUENCA
* # DE TRAMOS 15 ** * # DE PUNTOS 93 ** DEL RIO lLAVE , CODIGO 306 * # DE ESTACIONES HIDROMETRICAS 3
********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ***********************************AREA PROMEDIA PROMEDIA RIOS FORMA PROM. OREN. **COOIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (~) (l/KM) ****************************************************************************************~***** **
1 CHILA 1 4 201.7 4637.2 414.4 31.0 0.21 2.88 0.15*
* 2 LLU$TA 5 8 525.8 4412.3 422.9 34.0 0.45 3.33 0.06 **
3 CHILISAYA 9 13 276.0 4444.6 432.3 42.0 0.16 2.97 0.15 **
4 CACHAKARA 14 18 372.8 4245.5 470.3 36.0 0.29 3.30 0.10 ** 5 CONOORIRE 19 24 609.8 4429.8 422.1 46.0 0.29 4.13 0.08
** 6 TURNAVI 25 28 164.7 4086.9 549.5 28.0 0.21 2.40 0.17 **
7 MALCOMAYO 29 33 395.3 4113~9 529.4 43.0 0.21 1.92 0.11 ** 8 CHULLUMPI 34 40 437.3 4168.5 523.0 52.0 0.16 2.40 0.12 **
9 TUNQUIPA 41 47 218.6 4179.0 501.0 55.0 0.07 2.04 0.25 ** 10 GRANDE 48 56 831.4 4177.1 509.4 74.0 0.15 2.75 0.09
**
11 AGUAS CALlEN 57 70 1716.2 4473.0 434.9 124.0 0.11 3.38 0.07 ** 12 lLAVE °Ao 71 76 515.3 4752.5 428.7 48.0 0.22 4.19 0.09
** 13 lLAVE °Bo 76 78 144.5 4374.5 423.1 15.0 0.64 4.99 0.10
** 14 lLAVE °Co 78 90 1500.5 4183.7 491.2 108.0 0.13 2.75 0.07 ** 15 lLAVE °Do 90 93 67.0 3836.3 745.7 31.0 0.07 0.10 0.46
** *********************************************************************************************
*CARACTERISTICAS DE LA CUENCA 7976.9 4333.4 468.2 767.0 0.01 2.90 0.10
*****************************************************************************************************************************************************************************************
190
E VALUACION Del
POTENCIAL
HI DROELECTRICO
NACIONAL
BOLIVIA
DIAGRAMA FLUVIAL:
M A U RE 307
FlOW DIAGRAM:
Fi g. 13 5
l,
5
6
7
8
9
2 3
,--"
\ _',-,AC iON DEL
'OTENCIAL
_,r<0 ELE CTR ICO
NACIONAL'- ,--.--.
DIAGRAMt. ¡;'.UViAl
FLOV, Di' \
IEST. ZAPATILLA)
210801 [J1
LAGO TJTICACA
..-
108 Fig. 136
191
12
13
l'
15
16
3 2 1
17
18
, 5 6
19
7 8
20
21
11 10 9
22
23
rv' '"'-'"'-' """
EVALUACION DEL D lA GRAMA FLUVIAL :POTENCIAL
HIDROELECTRICO CCALLACCAME 309 Fig. 137N A CIONAL FlOW DIAGRAM :
192
*1 CHILICULCO 1 4 197.8 4537.4 403.8 38.0 0.14 1.52 0.19
**
2 KANO 5 7 64.3 4732.5 443.1 22.0 0.13 2.72 0.34*
*3 KALLAPUMA 8 10 218.6 4652.0 423.7 23.0 0.41 3.30 0.11
**
4 ANCOMARCA 11 14 255.4 4425.7 375.9 26.0 0.38 2.29 0.10 ** 5 HUANAMAURE 15 17 60.5 4196.0 348.4 17. O 0.21 1.74 0.28
**
6 MAURE A 18 19 76.0 4865.6 469.3 5.0 3.04 11.42 0.07*. 7 MAURE B 19 23 499.4 4590.3 412.2 38.0 0.35 2.92 0.08*. 8 I~AURE C 23 28 220.9 4481.2 387.3 23.0 0.42 5.11 0.10*. <:; MAURE D 28 32 92.6 4337.5 373.7 34.0 0.08 1.77 0.37*. 10 MAURE E 32 33 1 .7 4047.0 341.2 1. O 1.70 2.20 0.59*.*
**
1 YAURICA 1 3 204.1 4144.9 502.9 22.0 0.42 2.74 0.11** 2 CAUSILLUMA 4 6 91.3 4291.6 451.3 24.0 0.16 2.82 0.26** 3 ZORRILLO 7 8 47.2 4191.5 477.0 12. O 0.33 3.78 0.25 ** 4 CULCOJAHWIRA 9 11 132.8 3992.2 609.9 21. O 0.30 2.57 0.16** 5 CCALLACCAME 12 23 823.6 4112.6 544.6 110. O 0.07 1.95 0.13**
********************************************************************************************* REPRESENTACION y CARACTERISTICASDE LA CUENCA *
, DE TRAMOS 10 ** * # DE PUNTOS 33 ** DEL RIO MAURE , CODIGO 307 * # DE ESTACIONES HIDROMETRICAS 4 ********************************************************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PENO. DENSIDAD *********************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE * DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM) *********************************************************************************************
**
********************************************************************************************* CARACTERISTICAS DE LA CUENCA 1687.2 4542.1 403.2 227.0 0.03 2.78 0.13 **.**********~**NV44***~*******N~4.~~.***4~******************.*4*****4***********************
****.**************************************************************************************** REPRESENTACION y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 2 *· *
# DE PUNTOS 11*· DELRIO ZAPATILLA , CODIGO 308 * # DE ESTACIONES HIDROMETRICAS O *
******.*.*.*********************************************************************************· TRAMO
*PUNTOS
*ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD
************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. *
.CODIGO* NOMBRE*
DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)**...* **********************.*******.***********.************-****************************
.
*.12
CAMILLAQUIZAPATILLA
14
311
56.8417.3
4072.34002.9
545.2605.5
15.O65.0
0.250.10
2.621.54
0.260.16
***.*
******************************************************************************.*************
*CARACTERISTICAS DE LA CUENCA 474.1 4011.2 598.2 80.0 0.07 1.74 0.17 *WY»V~~W~V~V~VN.~~~~~~KXX.K~K.KKKK 4K.__*..*K...************-* ****************
**.******.**.****.*********************...*******************************...***************** REPRESENTACION
y CARACTERISTICAS DE LA CUENCA * # DE TRAMOS 5 ** * # DE PUNTOS 23
** DEL RIO CCALLACAME. , CODIGO 309 * # DE ESTACIONES HIDROMETRICAS: O ******************************************.*************************************************** TRAMO * PUNTOS * ALTURA LLUVIA LONG FACTOR PEND. DENSIDAD ******.**************************** AREA PROMEDIA PROMEDIA RIOS FORMA PROM. DREN. **CODIGO* NOMBRE
*DE A *(KM*KM) (METROS) (MM/ANO) (KM) (-) (%) (l/KM)
**********************************************************************************************
*********************************************************************************************:**~ARACTERISTICAS DE LA CUENCA 1299.0 4120.8 535.7 189.0 0.04 2.34 0.15
*****************************************************************************************
********************************************************************************************
193