Notes:

1. All dimensions are in m, level are in meters above sea level.

2. The wall of Power house is of Stone Masonry in 1:4 cement mortar, 0.3 m thickness.

3. The mark, in volume, used for concrete shall be as follows:

M15 - 1:2:4 (cement : sand : coarse aggregate)

M25 - 1:1:2 (cement : sand : coarse aggregate)

PCC- 1:2:4 (cement : sand : coarse aggregate)

Cement plaster - 1:4 (cement : sand ) in inner wall of Power house

4. Finishing of inner surface should be done with 12.5 mm Cement plaster

T

G

D

W1

W1

W2

D

W1

W1

Opening Schedule

S.N

Symbol Designation

Number Size

1W1 Window

41.0X1.2

2

3

W2

Window

Door

D2

1.5X1.2

1.0X2.0

1

Machine Hall (5.5 m X 4m)

Operator Room(5.5 m X 4m)

ELC

BT

Co

ntro

l B

oa

rd

& M

ain

S

witch

Tawa Khola Micro Hydropower Project (97 kW)

Surumkhim VDC,Taplegunj

GL

GL

PLAN

0.1 m thick PCC

0.2 m flat boulder lining

75 mm thick M15 blinding concrete

C

C

0.1 m thick PCC

0.2 m thick flat boulder lining

75 mm thick M15 blinding concrete

M25 RCC

8.90

4.000.30 0.30 4.00 0.30

1.65

1.00

0.20

1.00

1.65

0.30

0.30

6.10

Tailrace

Canal

1.50

5.50

1.20

1.00

1.00

2.00

0.20

0.80

0.30

0.801.15

0.720.60

3.00

0.940.60 0.14

0.850.80

SECTION C - C

FRONT ELEVATION

POTENTIAL STUDY OF TAWA KHOLA MHP, TAPLEJUNG

TAWA KHOLA MICRO HYDROPOWER PROJECT,97 kW

POWER HOUSE

PLAN, SECTION AND DETAIL

SHEET 1 OF 1

Civil Drawings

KATHMANDU UNIVERSITY

School of Engineering

Department of Civil and Geomatics Engineering

Tawa Khola MHP Study Group,CIEG 2010

Dhulikhel,Kavre

Designed:

Drawn:

Checked:

Tawa Khola MHP Study Group, CIEG 2010

Tawa Khola MHP Study Group, CIEG 2010

Drawing No:

TKMHP-PH-01

ALL DIMENSIONS ARE IN m UNLESS OTHERWISE SPECIFIED.

0 1 1.5 2 3 4meters meters

SCALE