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damsite) 87 to Dec 87, Jan 90 42 to
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6.2.1 Conceptual Layout 55 Prelimin
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Year: 66 Preliminary Feasibility Re
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YEAR UNRESTRICTED ENERGY GENERATION
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Period Jun-76 Jul-76 Aug-76 Sep-76
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Table 7.5(A) 1976-1977 73 Prelimina
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Period TABLE 7.6 POWER GENERATION I
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TABLE 7.7(A) ENERGY GENERATION IN Y
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TABLE 7.7 ( C ) ENERGY GENERATION I
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TABLE 7.7 (E) ENERGY GENERATION IN
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TABLE7.7 (G) ENERGY GENERATION IN Y
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TABLE7.7 (I) ENERGY GENERATION IN Y
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TABLE7.7 (K) ENERGY GENERATION IN Y
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TABLE 7.7 (M) ENERGY GENERATION IN
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TABLE 7.7 (O) ENERGY GENERATION IN
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TABLE 7.7 (Q) ENERGY GENERATION IN
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TABLE 7.7 (S) ENERGY GENERATION IN
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TABLE 7.7 (U) ENERGY GENERATION IN
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8.1 GENERAL CHAPTER-VIII POWER EVAC
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.CHAPTER - IX ENVIRONMENTAL ASPECTS
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• Udalf: High base status soil of
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9.2.6 Catchment Area 103 Preliminar
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105 Preliminary Feasibility Report
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107 Preliminary Feasibility Report
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9.3.3 Aquatic life 109 Preliminary
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121 Preliminary Feasibility Report
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11.1 INTRODUCTION CHAPTER -XI CONST
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125 Preliminary Feasibility Report
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11.3 CONSTRUCTION SCHEDULE 127 Prel
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131 Preliminary Feasibility Report
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12.4 IV-SUSPENSE 133 Preliminary Fe
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Sl No. A-PRELIMINARY 135 Preliminar
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Sl. No. 1.0 Private land Requiremen
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ABSTRACT OF COST OF C - WORKS 139 P
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S. N. COFFER DAMS 141 Preliminary F
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S. N. SPILLWAY 143 Preliminary Feas
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S. N. INTAKE STRUCTURE 145 Prelimin
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S. N. ADITS 147 Preliminary Feasibi
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S. N. SURGE SHAFT 149 Preliminary F
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S. N. POWER HOUSE COMPLEX 151 Preli
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S. N. HYDRO MECHANICAL EQUIPMENT De
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8 Pressure shaft steel Liner (ASTM
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O-MISCELLANEOUS 157 Preliminary Fea
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Q-Spl T&P for Infrastructure Develo
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SI NO. R - COMMUNUCATION Descriptio
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ELECTRO MECHANICAL WORKS Generator,
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POWER EVACUATION SYSTEM S.No. Item
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13.1 GENERAL CHAPTER - XIII ECONOMI
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168 Preliminary Feasibility Report
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UNIT COST OF ENERGY AT BUS BAR AT C
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Preliminary Feasibility Report Ling
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ELEVATION IN METERS SCHEMATIC DIAGR
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SCHEMATIC DIAGRAM SHOWING CASCADE D
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TALAM HYDRO ELECTRIC PROJECT ( 2 X
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RINGPI CHU U/S COFFER DAM DIVERSION
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FRL 1850.00 MDDL 1830.00 EL 1820.00
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STOPLOG GATE GROOVE 1 1 STOPLOG GAN
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220KV BUS-1 BUS CVT-1 220KV BUS-II
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GEOLOGY OF THE AREA AROUND THE PROP
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The higher grade gneisses belonging
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Compositionally, these are mainly q
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observed minor slips and faults occ
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GEOTECHNICAL APPRAISAL The proposed
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1 Annexure-4.2 TECHNICAL REPORT ON
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MODIFIED MERCALLI INTENSITY SCALE (
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LIST OF EARTHQUAKES FROM IMD CATALO
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1979 10 17 1 44 22 . 2 27 . 97 87 .
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1992 7 30 9 7 39 . 1 29 . 90 90 . 3
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1998 9 12 5 8 52 . 1 27 . 85 86 . 9
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PRELIMINARY RANKING STUDY REPORT- B
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REPLY ON CWC’s COMMENTS ON HYDROL
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Sedimentati on approach as suggeste
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8 Cost of Projects etc has been men
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In the consultation with NHPC offic
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4. For river diversion purpose non-