Lingza - Ministry of Power

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Live Storage 1.71 MCM INTAKE Invert Level EL 1820 M Number Of Intakes 2 NO. Size Of Each Gate 3 M (W) X 3 M (H) Design Discharge 22.16 Cumecs Stoplogs 1 Set Of Stoplog (3 M Wide) Trash Rack Steel Trash Rack With M/C DESILTING CHAMBERS Type & Numbers 2 No;. Dufour Type 4 Preliminary Feasibility Report Lingza HE Project (3 x 40 MW) Design Discharge 11.08 Cumecs Each (Including 20% Flushing Discharge) Particle Size To Be Removed 0.2mm And Above (90% Efficiency) Size Of Chamber 95 M(L) X 5 M (W) X 7.5M(H) SILT FLUSHING TUNNEL HRT Shape & Size 1 M X 1.8 M, D-Shaped Shape And Size Horse-Shoe, 3.3 Dia Length 4 Km No. Of Adits 2 (3.3 M Dia, D-Shaped) SURGE SHAFT 10 M Diameter & 40 M High PRESSURE SHAFT Number & Type One, Inclined
Shape Circular, Steel Lined Length 900 M (Inclined) Diameter 2 M No. Of Adits (3.3 M Dia D-Shaped) POWER HOUSE Type And Location Under Ground; Left Bank Design Discharge 18.47 Cumecs Type Of Turbine Vertical Pelton Power House Size 100 M X 17m X 40m Gross Head 746 M Rated Net Head 736m Centre Line Of M/C 1097m Installed Capacity 120 Mw TAILRACE TUNNEL Shape And Size Horse Shoe, 3.3 M Dia Length 250 M Tail Water Level El.1095 M SWITCHYARD Size 200M X 150 M POWER GENERATION Installed capacity 120 MW Annual Energy generation in a 90% dependable year & 95% machine availability 5 477.51MU Preliminary Feasibility Report Lingza HE Project (3 x 40 MW)
Page 3 and 4: CHAPTER I TABLE OF CONTENTS DESCRIP
Page 5 and 6: TITLE ANNEXURES Preliminary Feasibi
Page 7 and 8: 1.0 INTRODUCTION CHAPTER-I EXECUTIV
Page 9: Diversion Tunnel Gate 2nos., 3 M X
Page 13 and 14: • Study of existing infrastructur
Page 15 and 16: Civil works : 527.68 Electro Mechan
Page 17 and 18: 2.1 GENERAL INFORMATION 2.1.1 Intro
Page 19 and 20: 12 Preliminary Feasibility Report L
Page 23 and 24: 2.2.3 Load Demand & Power Position
Page 25 and 26: Preliminary Feasibility Report Ling
Page 27 and 28: 3.2 SOCIO-ECONOMIC AND OTHER ASPECT
Page 29 and 30: 3.2.5 Trade & Industry 21 Prelimina
Page 31 and 32: v) Teesta Stage-V 23 Preliminary Fe
Page 35 and 36: CHAPTER-IV 26 Preliminary Feasibili
Page 37 and 38: Central Crystalline Gneissic Comple
Page 43 and 44: Preliminary Feasibility Report Ling
Page 53 and 54: (iii) Based on observed G&D data at
Page 55 and 56: • Unit Hydrograph technique 45 Pr
Page 57 and 58: Table 5. 5 Comparison Of Various Fl
Page 59 and 60: AVERAGE 10-DAILY DISCHARGE 49 Preli
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51 Preliminary Feasibility Report L
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6.1 INTRODUCTION CHPAPER-VI CONCEPT
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6.3 FURTHER STUDIES 6.3.1 Topograph
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6.4.11 Instrument And Remote Contro
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7.1 GENERAL CHAPTER-VII POWER POTEN
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Net operating head =MDDL+2/3 (FRL-M
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Month JUNE JULY AUGUST SEPTEMBER OC
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TABLE 7.3 70 Preliminary Feasibilit
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S. No. 1 2 3 4 5 6 7 8 9 10 11 TABL
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Period Yearly inflow (M Cum) Annual
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INCREMENTAL MW?MU/?MW 2.50 2.00 1.5
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TABLE 7.7(B) 78 Preliminary Feasibi
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TABLE7.7 (D) ENERGY GENERATION IN Y
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TABLE 7.7 (F) ENERGY GENERATION IN
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TABLE7.7 (H) ENERGY GENERATION IN Y
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TABLE7.7 (J) ENERGY GENERATION IN Y
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TABLE 7.7 (L) ENERGY GENERATION IN
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TABLE 7.7 (N) ENERGY GENERATION IN
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TABLE 7.7 (P) ENERGY GENERATION IN
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TABLE 7.7 (R) ENERGY GENERATION IN
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TABLE 7.7 (T) ENERGY GENERATION IN
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Preliminary Feasibility Report Ling
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100 Preliminary Feasibility Report
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Educational Facilities 106 Prelimin
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9.5.3 Impacts on Air Environment 11
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CHAPTER - X INFRASTRUCTURE 10.1 EXI
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INFRASTRUCTURE Acquisition of priva
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CHAPTER -XII COST ESTIMATES 130 Pre
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ABSTRACT OF COST OF WORKS 134 Preli
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3.0 Pre-Construction Stage Investig
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S. N. DIVERSION TUNNELS 140 Prelimi
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DAM 142 Preliminary Feasibility Rep
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J-POWER PLANT APURTENANCE (CIVIL WO
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S. N. DESILTING CHAMBER (INCLUDING
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S. N. HEAD RACE AND TAIL RACE TUNNE
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S. N. PRESSURE SHAFTS AND PENSTOCKS
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S. N. SWITCH YARD 152 Preliminary F
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Sl No K-BUILDINGS Description Plint
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DISTRIBUTION OF COST UNDER HEAD Q -
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S. No. V - RECEIPT & RECOVERIES Ite
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14 15 S.No. Marine frieght and insu
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UNIT COST OF ENERGY AT BUS BAR AT C
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DIVERSION BED LEVEL : 1055 m. PANAN
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27° 45' 40' 35' 27° 30' 88° 15'
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LINGZA H.E. SCHEME - SIKKIM PLATE 4
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2000 2000 2200 2400 2600 2800 RINGP
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2000 PROPOSED ROAD 1800 1600 1400 1
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L7 L6 ? L5 L4 125000 L3 ? L2 ? 3000
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HRT3.3 M. Ø Ø3300 Ø10000 TYP. SE
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The area around the proposed projec
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Neogi et al (1986) have clubbed tog
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compositional banding in metasedime
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evident. The latter graben is consi
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REFERENCE Chakraborti, B., and Bane
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founded on sandy soil is higher tha
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X Some well built wooden structures
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1940 8 2 3 3 59 . 0 28 . 00 90 . 50
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1988 5 10 7 16 16 . 1 25 . 32 90 .
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1997 1 25 20 8 28 . 7 30 . 00 88 .
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2000 10 3 17 8 22 . 4 26 . 88 89 .
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TITLE ANNEXURES 6.2 Preliminary Fea
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studies methodologies has been furn
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REPLY ON COMMENTS OF CEA (HP & I )
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REPLY ON COMMENTS OF SP&PA DIVISION
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REPLY ON COMMENTS OF CMDD DIRECTORA
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Lingza - Ministry of Power

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