Vertederos Final

7/21/2019 Vertederos Final

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Vertedero Triangular w[cm]

N° H [cm] t1 t2 t3 t4 t5 t6 t7

1 5.7 41.37 41.91 41.7 41.94 41.92 41.59 41.9

2 5.1 53.41 53.16 53.3 53.44 53.25 53.45 53.2

3 4.5 7!.7 7!.53 7!.52 7!.51 7!.37 7!.13 7!

4 4 93.5 93.5 93.39 93.71 93.93 93.77 93.79

Vertedero "ectangular w[cm]

N° H [cm] t1 t2 t3 t4 t5 t6 t7

1 5.9 53.93 53.73 54.24 53.2! 54.2! 53.63 54.22

2 6. 22.74 22.49 22.6 22.43 22.59 22.92 22.7

3 7.2 2!.29 2!.61 2!.62 2!.63 2!.31 2!.4 2!.33

4 7.9 12.9 13.11 12.1 12.91 13.!5 12.9 13.!5

#$T%&% V%'(#$T")*% &$ #$&)*)%N &$ *+(&+'$,

Ti-o de Vertdero Triangular "ectangular g[m/2] 9.7

0rao 1 1 [cm] 5.! 61.5 H2%[gm3] 1!!!

0rao 2 2 [cm] 24.! 2!.5

e/o [g] 6.! 6.!



7.3 29.4

t t9 t1! H [cm]

42.!2 41.69 6.!!

53.35 53.32 5.4!

7!.71 4.!

93.75 93.64 4.3!

4.5 8[cm] 7.6!

t t9 t1! H [cm] #a #in Δ

54.3! 5.6! 54.3 53.2 1.1

22.7 22.53 22. 6.5! 22.92 22.43 !.49

2!.59 2!.49 6.9! 2!.63 2!.29 !.34

12.69 12. 7.6! 13.11 12.69 !.42

θ[°]



*audale/

Vertedero Triangular

N° t -rom[/] : H2! [g] ;[m3/]

1 41.1! 14.5! !.!!!346!7

2 53.329 14.5! !.!!!271977

3 7!.455 14.5! !.!!!2!5!51

4 93.673 14.5! !.!!!1547933

Vertedero "ectangular

N° t -rom[/] : H2! [g] ;[m3/]

1 53.931 1.!! !.!!!333753

2 22.693 1.!! !.!!!7931961

3 2!.474 1.!! !.!!!791447

4 12.913 1.!! !.!!13939!1





1 $cuacion e-erimental del <ertedero triangular

N° H[m] ;[m3/] =log H >=log ; 2

1 !.!6! !.!!!346!7 ?1.22147496 ?3.45991217 1.492914367

2 !.!54 !.!!!271977 ?1.2676!624!2 ?3.56559453 1.6!6255

3 !.!4 !.!!!2!5!51 ?1.31757626 ?3.665432 1.739124674

4 !.!43 !.!!!1547933 ?1.3665315444 ?3.1!24797 1.674!462Σ ?5.174745296 ?14.522295 6.7!6273!3

+= ?!.5!546!72 = !.3123

0= 2.4156443152 m= 2.415644315

2 @ 3 Araica ; </ B ? log ; </ log B

H[m] !.!6! !.!54 !.!4 !.!43

;[m3/] !.!!!346!7 !.!!!271977 !.!!!2!5!51 !.!!!154793

log H ?1.222 ?1.26 ?1.319 ?1.367

log ; ?3.46! ?3.566 ?3.67 ?3.1!

0.040 0.045 0.050 0.055 0.06

0

0.0001

0.0002

0.0003

0.0004

1; 0.00

2; 0.0003

3; 0.0002

4; 0.0002

Q vs H

H[m]

Q[m3/s]

-1.400 -1.380 -1.360 -1.340 -1.320 -1.300 -1.280 -1.260 -1.240

Log Q vs log H

log Q

2@416; !@ 3123 B= ⋅



4 rue8a de Bi-ote/i/

N° > calc C> ? > calcD2 &ato/ reEuerido/ -ara la Bi-ote/i/1 ?3.457!4!6 .245926$?!!6 $rror e/tandar de e/timacion

2 ?3.5675744 3.919934$?!!6 &e/<iacion e/tandar de la -endiente

3 ?3.69114!7 2.113147$?!!5 Valor e-erimental

4 ?3.!6542 1.37257$?!!5 Valor teorico

Σ ?14.52229 4.7!259!$?!!5 Hi-ote/i/

Formulacion de la Bi-ote/i/H!G

H1G

,eleccin del e/tadi/tico

*alculo del e/tadi/ticotcal

tcrit

&eci/ion

5 *oeiciente de de/carga -or analogia

θ [°] *d

!.3123 29.4 !.5!3112!62

6 *audale/ em-irico/ de8ido a B

θ [°] 29.4

N° H [m] ;[m3/]

1 !.!6! !.!!!33969

2 !.!54 !.!!!261!293 !.!4 !.!!!19445

4 !.!43 !.!!!14769

7 $rrore/ relati<o/ -orcentuale/

N° ; e- [m3/] ; teo [m3/]

1 !.!!!346!7 !.!!!33969 2.!9515252

2 !.!!!271977 !.!!!261!291 4.16371996

3 !.!!!2!5!51 !.!!!1944499 5.3967634

4 !.!!!1547933 !.!!!147694 4.!3624429

ε I

log H

calt



>

4.227494

4.5197699

4.61662

5.2!6241.15745

0.065

03

-1.220 -1.200



,>J !.!!449

,8 !.!44645

me 2.416

mt 2.5!!

me= mt

mt

1.

3.12

*oncuerda

me≠

−

=

e9- teo

8

m m

,



1 $cuacion e-erimental del <ertedero triangular

N° H[m] ;[m3/] =log H >=log ; 2 >

1 !.!56 !.!!!333753 ?1.25111973 ?3.4765679 1.567!33216 4.352!!9

2 !.!65 !.!!!7931961 ?1.17!66434 ?3.1!!61941 1.4!9174699 3.6!7!3

3 !.!69 !.!!!791447 ?1.16115!9!93 ?3.!5593962 1.34271434 3.544!7

4 !.!76 !.!!13939!1 ?1.119164!77 ?2.557656 1.25257215 3.196134

Σ ?4.7192359333 ?12.4929 5.577!57564 14.77725

+= 2.323734746 = 21!.73590= 4.61596997 m= 4.61596999

2 @ 3 Araica ; </ B ? log ; </ log B

H[m] !.!56 !.!65 !.!69 !.!76

;[m3/] !.!!!333753 !.!!!7931961 !.!!!791447 !.!!13939!

log H ?1.252 ?1.17 ?1.161 ?1.119

log ; ?3.477 ?3.1!1 ?3.!56 ?2.56

4 rue8a de Bi-ote/i/

0.040 0.045 0.050 0.055 0.060

0

0.0001

0.0002

0.0003

0.0004

1; 0.0003

2; 0.0003

3; 0.0002

4; 0.0002

Q vs H

H[m]

Q[m3/s]

-1.400 -1.380 -1.360 -1.340 -1.320 -1.300 -1.280 -1.260 -1.240 -1.220

Log Q vs log H

log H

log Q

2@416; 2!4 B= ⋅



N° > calc C> ? > calcD2 &ato/ reEuerido/ -ara la Bi-ote/i/

1 ?3.45456 !.!!!43173 $rror e/tandar de e/timacion ,>J

2 ?3.155167 !.!!3!467377 &e/<iacion e/tandar de la -endiente ,8

3 ?3.!36!91 !.!!!39365 Valor e-erimental me

4 ?2.423913 !.!!!17791 Valor teorico mt

Σ ?12.493 !.!!41!2474 Hi-ote/i/

Formulacion de la Bi-ote/i/H!G me

H1G

,eleccin del e/tadi/tico

*alculo del e/tadi/ticotcal 6.621

tcrit 3.12

&eci/ion No *oncue

5 *oeiciente de de/carga -or analogia

b[m] *d

21!.7359 !.!76 94!.4413499

6 *oeiciente/ de de/carga -or reB8oc

w[m]!.!5N° H [m] *d

1 !.!56 !.7!1929

2 !.!65 !.71799

3 !.!69 !.725126667 *d

4 !.!76 !.73761777 !.72!665556

7 $rrore/ relati<o/ -orcentuale/

*d e- *d teo

94!.441349775 !.72!6655556 13!396.2257

; </ H -ara lo/ <ertedero/ en una /ola graica

Vertedero Triangular H[m] !.!6! !.!54 !.!4 !.!43

;[m3/] !.!!!35 !.!!!27 !.!!!21 !.!!!15

Vertedero "ectangular H[m] !.!56! !.!65! !.!69! !.!76!

;[m3/] !.!!!3 !.!!! !.!!!9 !.!!14

me

ε I

0.040 0.045 0.050 0.055 0.060 0.065 0.070 0.075 0.08

1; 0.00032; 0.00033; 0.00024; 0.0002

Q vs H

H[m]

Q[m3/s]

−

=

e9-

calc

mt

,



)nter/eccion

H[m] !.!54

;[m3/] !.!!!27



0.065

-1.200



!.!4529!6

!.47!6391

4.616

1.5!!

mt

mt

a

teo



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Vertederos Final