BERKHEDA MEDIUM IRRIGATION PROJECT Techno-Economic Feasibility Report

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BERKHEDA MEDIUM IRRIGATION PROJECT Techno-Economic Feasibility Report GOVERNMENT OF MADHYA PRADESH NARMADA VALLEY DEVELOPMENT AUTHORITY CHIEF ENGINEER Indira Sagar Project (Canals) Sanawad District West Nimar, Madhya Pradesh BALANCE MEDIUM AND MINOR PROJECTS IN NARMADA BASIN - GROUP 'B' BERKHEDA MEDIUM IRRIGATION PROJECT Techno-Economic Feasibility Report Feb-16 EGIS RMSI JV, EGIS TOWER, Plot No. - 66, Sector - 32, Gurgaon (Haryana) - 122003 Tel : +91-124-4249200, Fax: +91-124-4249499, Email: [email protected] DOCUMENT RELEASE SHEET For Client approval Description Client : CHIEF ENGINEER Indira Sagar Project (Canals) Sanawad District West Nimar, Madhya Pradesh NARMADA VALLEY DEVELOPMENT AUTHORITY GOVERNMENT OF MADHYA PRADESH Project : BALANCE MEDIUM AND MINOR PROJECTS IN NARMADA BASIN - GROUP 'B' Project Consultant : EGIS RMSI JV, EGIS TOWER , Plot No. - 66, Sector - 32, Gurgaon (Haryana) - 122003 Tel : +91-124-4249200, Fax: +91-124-4249499, Email: [email protected] Document : TECHNO-ECONOMIC FEASIBILITY REPORT - BERKHEDA MEDIUM PROJECT GLOSSARY AND ABBREVIATIONS Term of abbreviation Meaning CBIP Central Board of Irrigation and Power CCA Culturable Command Area CWC Central Water Commission ETo Evapo Transpiration FRL Full Reservoir Level FRL Full Reservoir Level G&D Gauge & Discharge GIR Gross Irrigation Requirement Ha Hectare ICA Irrigable Command Area IS Indian Standards LBC Left Bank Canal LPCD Litre Per Capita per Day LSL Lowest sill Level MCM Million Cubic Meter MDDL Minimum Draw Down Level MP Madhya Pradesh MWL Maximum Water Level NZE New Zero Elevation R.G.S. Rain Gauge Station RBC Right Bank Canal RCC Reinforced Cement Concrete SPF Standard Project Flood SPS Standard Project Storm BERKHEDA MEDIUM PROJECT TABLE OF CONTENTS S. No. Particulars Page no. 1 Salient Features 1 2 Brief Report 5 3 Preliminary Check Statement 9 4 Annual Runoff 11 5 Computations of 75% Dependable Yield 12 6 Area capacity table 13 7 Dependable Yield 15 8 Fixation of storage capacity and principal levels 16 9 Proposed cropping pattern 17 10 ABSTRACT OF WORKING TABLE 18 11 Design of Sluice Barrel 19 Abstract of Monthly Upstream Water Use (MCM) of Berkheda Medium 12 20 Irrigation Project 13 General Abstract 21 14 Drawings (i) Index Map (ii) L-Section of Dam (iii)Grid Plan Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1 S.1. SALIENT FEATURES 1 GENERAL (a) Name of the Project : Berkheda Medium Irrigation Project (b) Type of the Project : Irrigation (c) Location : Near Berkheda Village (d) Latitude : 22°21’8.699”N (e) Longitude : 74°54'44.921"E (f) River Basin : Narmada (g) Located on River : Uri River (h) Sub Basin : Uri Baag Sub Basin (i) Tehsil : Kukshi (j) District : Dhar (k) State : Madhya Pradesh 2 HYDROLOGY (a) Catchment Area : 382.90 Sqkm (b) Intercepted Catchment Area : 184.41 Sqkm (c) Net Catchment Area : 198.49 Sqkm (d) Rain Gauge Stations : Gandhwani , Baag and Sardarpur (e) period of Data Availability : 1966 - 2008 (43 Years) (f) Gauge & Discharge Site : Kogoan G& D Site (g) period of Data Availability : 1978 - 2012 (34 Years) (h) Rainfall Runoff Equations Developed : Uri Baag Sub Basin June(X is Rainfall & Y is Runoff in cm) : Runoff = 0.205 x Rainfall -1.063 July : Runoff = 0.1834 x Rainfall -0.2261 August : Runoff = 0.616 x Rainfall -2.5003 September : Runoff = 0.6514 x Rainfall -1.4601 October : Runoff = 0.4209 x Rainfall +0.4434 (i) Available Annual Yield at Dam Site 50%Dependable : 105.50 MCM 75% Dependable : 79.21 MCM 90% Dependable : 59.45 MCM (j) Number of existing & proposed U/s Project : 17 Nos. (k) Planned Utilization by the U/s project : 27.14 MCM (l) Hydrometeorologic Station : 3 HYDROLOGY (a) Record of Observed Floods : Nil (b) Type of Dam : Large Dam (c) Design Flood : Probable Maximum Flood (d) Design Storm Depth : 1 Day PMF of 485.00 mm (e) Estimated SPF : 4985.38 Cumecs (f) Flood Lift : 0.80 m 4 SEDIMENT ESTIMATION (a) Sediment Rate : 476 cum/sq km / yr (b) Net Catchment Area : 198.49 Sqkm (c) Sediment Inflow in Reservoir : 25 Years : 236.37 Ha-m 50 Years : 472.74 Ha-m 1 of 21 Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1 75 Years : 709.11 Ha-m 100 Years : 945.48 Ha-m (d) New Zero Elevation (With FRL 262.40 m) 100 Yrs Sediment : 240 m (used to fix Sill Level) 235.92 m ((used in Sediment 50 Yrs Sediment : Distribution) 5 PRINCIPLE LEVELS (a) Lowest Sill Level (LSL) : 240.00 m (b) Minimum Draw Down Level (MDDL) : 241.50 m (c) Full Reservoir Level (FRL) : 262.40 m (d) Maximum Water Level (MWL) : 263.200 m (e) Top Bund Level (TBL) : 265.50 m (f) Dead Storage : 1.429 MCM (g) Gross Storage : 53.870 MCM (h) Live Storage : 52.441 MCM (i) Capacity at LSL (Revised after Sedimentation) : 0.375 MCM (j) Capacity at FRL (Revised after Sedimentation) : 48.165 MCM (k) Submergence at FRL : 476.08 Ha 6 IRRIGATION (a) Gross Command Area : 13486.00 Ha (b) Culturable Command Area : 9900.00 Ha (c) Annual Irrigation Proposed : 9900.00 Ha Rabi : 9900.00 Ha (d) Existing Cropping Pattern Village wise Existing Agricultural Statistics for the villages in the command of Berkheda Medium Irrigation Project is Shown in TheAnnexure existing 4. cropping pattern for villages under Berkheda Medium Irrigation Project is shown below : Kharif Maize : 12.18% Urad : 1.33% Soyabean : 51.82% G Nut : 0.78% Cotton : 21.98% Other Arhar : 2.46% Jowar : 3.14% Arhar : 0.59% Mirch : 2.10% Other Fiber : 0.03% Til : 0.05% Total : 96.46% Rabi Wheat : 28.13% Gram : 16.82% Vegetables : 1.16% Fruits : 0.19% Other Pulses : 0.06% Other : 0.95% Total : 47.31% : (e) Proposed Cropping Pattern Berkheda Medium Project 2 of 21 Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1 Rabi Wheat Hyv : 1980 Ha Wheat Ord : 4950 Ha Gram : 2970 Ha Sub Total : 9900 Ha Grand Total : 16350 Ha (f) Intensity of Irrigation : 100.00% 7 DOMESTIC WATER SUPPLY (a) Type of Demand : Domestic Water Supply (b) Villages Benefited : 16 Villages in Kukshi Taluka of Dhar dt. (c) Size of Population served : 42592 (Estimated Population (d) Quantum of water per capita (liter) : 40.00Projected LPCD up to 2040 ) (e) Quantum of wate made available : 0.62 MCM 8 UTILIZATION IN 35 YEARS (Working Table) (a) Period of Study : 35 years from 1977 - 78 to 2011-12 (b) Average Annual water Utilized for Irrigation : 49.80 MCM (c) Average Annual Reservoir Evaporation : 3.97 MCM (d) Domestic Water Suppply - Yearly : 0.62 MCM (e) Average annual Utilization : 54.39 MCM (f) CCA : 16350.00 Ha Intensity of Irrigation : 100.00% Average Delta of 35 years for proposed : 306.67 mm cropping pattern 9 DAM DATA (a) Type of Dam : Central Spillway with Earthen Dam, (b) Total Length of Dam : 889.15Homogenous m Section (c) Overflow Dam (Ogee Type) (i) Length of Spillway : 147.00 m (ii) No of Gates(including standby) : 10.00 m (iii) Deepest foundation Level : 242.00 m (iv) Crest Level : 255.70 m (v) Maximum Height above foundation : 13.70 m (vi) Peak flood Discharge : 4985.38 Cumecs (vii) Routed flood Discharge : 4566.96 Cumecs (d) Non overflow Dam (i) Length : 35.00 M (both flanks) (ii) Maximum height above foundation : 23.50 m (e) Earth Dam (i) Length of Dam : 696.44 m (ii) Maximum height above GL : 36.68 m (f) Irrigation Sluice (i) Location of Sluice : RBC Sluice at Ch: 265 m 10 CANAL (a) Main Canal Length : 16.252 km Total no. of Minors : 5 (b) Total GCA : 13494.00 Ha (c) Total CCA : 9900.00 Ha (f) Head discharge Required : 2.970 Cumecs 3 of 21 Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1 (g) Head discharge Designed : 3.380 Cumecs (j) No. of villages benefited : 40 No Main, Minor, Sub Minor, Field (k) Pipe System : Channel and Water Course 11 SUBMERGENCE DETAILS (a) Private Land (i) Irrigated Land : 261.52 Ha (ii) Unirrigated Land : (b) Govt. Land : 184.43 Ha (c) Forest area : 43.86 Ha (d) Total submergence area : 489.81 Ha (e) Total CCA : 9900.00 Ha (f) Forest Classification : F2 (g) Submergence ratio : 2.46% 12 ESTIMATE (a) B land : 5540.940 Lakh 8297.30 Lakh *(60% of the cost of Unit- 1 is considered in Berkheda Medium (b) Unit-1 : Project and 40% is considered in Uri Lift Medium Project) 5531.94 Lakh Unit-2 : 18158.62 Lakh Total Cost : 26455.92 Lakh (c) Cost Per Ha : 2.67 lakh/Ha (d) B.C. Ratio : 2.54 @ 5% : 1.43 @ 10% (e) No. of Villages Affected : 7 4 of 21 Consultancy Services for Identification, Survey, Preparation of Detailed Project Report and Detailed Estimates of Balance Medium and Minor Projects in Narmada Basin,Group-B FEBRUARY 2016 Naramada Valley Development Authority Ver : R1 S.2. BRIEF REPORT 1 Need for the Project Irrigation development in state of Madhya Pradesh is only 28.2% which is below as compared to national average of 38.75%. The District of Dhar is located in Madhya Pradesh. The irrigation development is below the states average figure.
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