8/10/2019 Kaigah HPP
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KARR ANG
REST HOUSE
B A R R A G O
N A L L A
K AN D I AH R I V E R
K ANDI AHRIV ER
K ANDIAHRIV ER
T H O T I
N A L L A H
K A N D I A H R I V E R
BIRT I
CanalL= 2290 m
Surge tank
Powerhouse
access tunnel
Powerhouse
Adit 2
Adit 1
Road
Dam
E =
3 1
9 2
0 0
0
E =
3 1 9
6 0
0 0
E =
3 2
0 0
0 0
0
E =
3 2
0 4
0 0
0
E =
3 2 0
8 0 0 0
E =
3 2
1 2
0 0
0
N= 1258 000
N= 1 254 000
N= 1250 000
Road
Intake 2
Intake 3
T AI LR AC E T U N N E L
H E A D R A
C E T U
N N E L
DONG
Intake
Intersection with adit 1Intersection with adit 2
Headrace tunnel
L= 17200 m
P= -1,00%
Powerhouse
Penstock tunnel
L= 179 m
Surge tank
Pressure shaft
L= 364 m
P= -0,20%
Tailrace tunnel
L= 4102 m
1100120013001400150016001700180019002000210022002300240025002600
1000900800700600
2700280029003000310032003300
35003400
1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000 16000 17000 18000 19000 20000 21000 220000
A b s c .
0 , 0
0
A b s c .
1 0 4 3 5 , 0
0
A b s c .
1 6 8 9 4 , 0
0
A b s c .
2 1 5 5 4 , 0
0
A b s c .
1 7 2 0 0 , 0
0
PLAN
PROFILECONVENTIONS:
River
Tunnel
Canal
Powerhouse access road
Industrialtrack
Bridges
E L E V A T I O N
( m . a . s . l )
DISTANCE(m)
CHARACTERISTICSKAIGAH
HYDROPOWER
Designdischarge (m3/s) 125.0
Dam height (m) 90.0
Grosshead(m) 525
Designcapacity(MW)548.0
NOTE:
Profile contours are given through tunnels axis.
0 1 2 3 4 5 6 7 8 9 10 0 5 10 15 0 5 10 15 20 0 5 10 15 20 25 0 5 10 15 20 25 30 35 40 0 10 20 30 40 50 60
1:100 1:2501:200 1:333.3 1:500 1:75030
CHECKED:
DRAFTSMAN:
DESIGNED:
APPROVED:
VERIFIED:
3 421
F
98
DATE:SCALE:
DRAWING No.
FILE:
CODE:
A
B
C
D
E
5 6 7
1:150
0 1 2 3 4 5 6 7 8 9 1 0
D ESC R I PT I O NDATE
V E R S I O N S
No.
FEASIBILITY STUDY OF KAIGAH
HIDROPOWER PROJECT Associated Technologies
An Infrastructure Development Company
1 :3 33 33 ,3 3 J AN UA RY 2 01 3LAYOUT
LEFT BANK SCHEME
GENERAL PLANANDPROFILE
Left Bank Layout.dwg
LAYOUT
David Angee M.
Left Bank LayoutGabrielJ. Cano
Nombre A. Apellido A.
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