BASANIA HEP_PFR - Ministry of Power

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uS'kuy gkbMªksbySfDVªd ikoj dkjiksjs'ku fyñ Location SALIENT FEATURES OF PROJECT State : Madhya Pradesh District : Mandla River : Narmada Dam : Near village Basania Longitude : 80° 30’ 17” E Latitude : 22° 42’ 00” N Nearest Rail head : Mandla Nearest Airport : Jabalpur Hydrology Catchment area : 9472 Sq. km Design Flood : 39368 cumec Gross Storage (at FRL) : 1848.94 M.cum Dead Storage (at MDDL) : 629.71 M.cum Live Storage (FRL – MDDL) : 1219.23 M.cum Annual Yield : 5389.19 M.cum Spillway Type : Orific e Type Length of Spillway : 357.00 m Elevation of Dam Top : EL 484.00 M Full Reservoir Level : EL 482.00 M Spillway Crest Level : EL 450.00 M Number of bays : 21 bays Preliminary Feasibility Report Basania HE Project 3 X 30 MW ANNEXURE 1.1 NH/CON/229 1 01/2004
uS'kuy gkbMªksbySfDVªd ikoj dkjiksjs'ku fyñ Preliminary Feasibility Report Basania HE Project 3 X 30 MW Size of Gate : 10.00 m (W) x 13.00 m (H) Type of gates : Radial Energy Dissipation Type of Energy Dissipator : Stilling Basin Apron Elevation : EL 434.00 M Apron Length : 100.00 m Non-Overflow Dam Length of Non-Overflow Dam : 40.00 m Elevation of Dam Top : EL 484.00 M Earthen Dam Length of Earthen Embankment : 650.00 m Elevation of Dam Top : EL 484.00 M Top Width : 12.00 m Side Slope : 1 (V) : 2 (H) Power Dam / Power Intake Length of Power Dam : 40.00 m Elevation of Dam Top : EL 484.00 M FRL : EL 482.00 M Minimum Draw Down Level (MDDL) : EL 471.00 M Invert level / Sill level of Intake : EL 453.00 M Design Discharge through Intake : 262.50 cumec No. & size of Intake gates : 1 no. of size 6.00m (W) X 7.50m (H) NH/CON/229 2 01/2004
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Page 48 and 49: Month STATEMENT SHOWING STATION WIS
Page 50 and 51: STATEMENT SHOWING STATION WISE MEAN
Page 52 and 53: SEDIMENTATION RATE G&D SITE MANOT G
Page 54 and 55: TEMP IN CENTIGRADE 45 40 35 30 25 2
Page 56: AVG. 10-DAILY DISCHARGE (CUMEC) 800
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uS'kuy gkbMªksbySfDVªd ikoj dkjik
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Month 1989-1990 1990-1991 1991-1992
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Installed Capacity Sl.No. Year 90 F
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Period Jul-89 Aug-89 Sep-89 Oct-89
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1848.94 Load Factor 50% Design Disc
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Drainage uS'kuy gkbMªksbySfDVªd i
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S.No. Name of Work Excavation/ Conc
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STATEMENT SHOWING IDC CALCULATION A
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UNIT COST OF ENERGY AT BUS BAR AT C
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BASANIA H. E. PROJECT, M. P. (3 X 3
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BASANIA H. E. PROJECT, M. P. (3 X 3
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Sl. No. DESCRIPTION UNIT QTY RATE (
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Sl. No. Description Qty. Unit Rate
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S. No. Description Unit Qty. Rate A
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S. No. Description Unit Quantity Ra
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S. No. DESCRIPTION WIDTH HEIGHT WEI
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1. Improvement/reconstruction of br
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DISTRIBUTION OF COST UNDER HEAD Q -
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S.No. Item Particulars Qty Rate Amo
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MW uS'kuy gkbMªksbySfDVªd ikoj dk
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BED LEVEL IN FEET 3600 1600 1200 40
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23°0` 22°15` 22°0` 80°15` 23°1
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1000 THICK DUMPED RIP RAP MDDL EL 4
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132KV BUS1 BUS PT-1 132kV BUS-II BU
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REPLY OF CWC OBSERVATIONS RECEIVED
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3. Adequacy of the Elevation of the
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also match with details of equipmen
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Satellite Remote Sensing Based Inpu
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BASANIA HEP_PFR - Ministry of Power

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