2
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= 1254 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 1 Intersection 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 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 1000 900 800 700 600 2700 2800 2900 3000 3100 3200 3300 3500 3400 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 0    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 PROFILE CONVENTIONS: River Tunnel Canal Powerhouse access road Industrialtrack Bridges    E    L    E    V    A    T    I    O    N    (   m  .   a  .   s  .    l    ) DISTANCE(m) CHARACTERISTICS KAIGAH 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 1:250 1:200 1:333.3 1:500 1:750 30 CHECKED: DRAFTSMAN: DESIGNED:  APPROVED: VERIFIED: 3 4 2 1 F 9 8 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 10 DESC RI PT I O N DATE VERSI O NS No. FEASIBILITY STUDY OF KAIGAH HIDROPOWER PROJECT  Associated Technologies  An Infrastructure Development Company 1: 33 333, 33 JANUARY20 13 LAYOUT LEFT BANK SCHEME GENERALPLANANDPROFILE LeftBankLayout.dwg LAYOUT David Angee M. Left Bank Layout GabrielJ. Cano Nombre A. Apellido A.

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Page 1: Kaigah HPP

8/10/2019 Kaigah HPP

http://slidepdf.com/reader/full/kaigah-hpp 1/1

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.