Forebay - Civil

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  • 8/18/2019 Forebay - Civil

    1/1

    1

    3

    0.1 m thick PCC0.2 m flat boulder lining75 mm thick M15 blinding concrete

    Spillway Chute

       1 .   5

       0

    Fine Trashrack (1.6 m X1.5 m)

       S  p   i   l   l  w  a  y   C   h  u   t  e   (   1 .   5

       0   X   0 .   5

       0   )

    1

    5

    5

    1

    C

    B

    B

     A

     A1.50 6.00 2.00

     1:50

    SECTION A - A

    0.2 m thick PCC

    0.35 m flat boulder lining

    0.2 m thick M15 blinding concrete

       2 .   8

       0

    1

    SECTION B - B

    0.1 m thick PCC

    0.2 m flat boulder lining

    75 mm thick M15 blinding concrete

    SECTION C -C

    C

    Cone Flushing System

    1445.127 m

    1445.577 m

    PLAN

    1446.127 m

    1446.127 m

       1   4   4   4 .   1

       2   7  m

    1443.327 m

    0.2 m riprap protection

    75 mm compacted soil layer 

    Concreting (1:3:6) with 40% plum

    2

    1:50

    0.3 m M25 RCC slab

    0.30

     Anchor Block

    0.3 m thick M25 RCC

    0.40

    1445.127 m 1443.327 m

       0 .   4

       0

       0 .   9

       0

       0 .   4   0

    0.40

       0 .   5

       0

    1.50 6.00 1.70 0.40

    1446.127 m

    0.50 m Free Board

    1444.127 m

    1445.627 m

       1   4   4   5 .   6

       2   7  m

    RCC Slab

    Spillway

    1444.727 m

    NWL

    1444.427 m

    0.1 m thick PCC

    75 mm thick M15 blinding concrete

    0.2 m flat boulder lining

    M25 RCC

    0.40 1.50 0.40

       3 .   1

       0

    NWL

    0.2 m

    Flushing Pipe

    1446.127 m

    1445.577 m

    1443.327 m

    1443.027 m

    1442.652 m

       2 .   8

       0

     0.07 m  Air Vent

     0.40 m  Penstock

    Pipe(5 mm thickness)

    1.50 0.40

    NWL

    1446.127 m

    1445.577 m

    1444.697 m

    1443.327 m

    1443.027 m

    1442.652 m

    Notes:

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

    2. This drawing is to be read in conjunction with t he following drawings:

      TKMHP-GL-01, General Layout (Plan)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)

    POTENTIAL STUDY OF TAWA KHOLA MHP, TAPLEJUNG

    TAWA KHOLA MICRO HYDROPOWER PROJECT,97 kW

    FOREBAYPLAN, SECTION AND DETAIL

    SHEET 1 OF 2

    Civil Drawings

    KATHMANDU UNIVERSITYSchoolof EngineeringDepartment of Civiland Geomatics EngineeringTawa Khola MHPStudy Group,CIEG 2010Dhulikhel,Kavre

    Designed:

    Drawn:

    Checked:

    Tawa Khola MHPStudy Group, CIEG 2010

    Tawa Khola MHPStudy Group, CIEG 2010

    Drawing No: TKMHP-FB-01

     ALL DIMENSIONS ARE IN m UNLESS OTHERWISE SPECIFIED.

    0 1 1.5 2 3 4meters meters

    SCALE