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S.No. Description Data 1 Name of Project Tikhol M I Tank 2 Location ...

S.No. Description Data 1 Name of Project Tikhol M I Tank 2 Location ...

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SAWANGI M.I. TANKS.<strong>No</strong>. <strong>Description</strong> <strong>Data</strong>1 <strong>Name</strong> <strong>of</strong> <strong>Project</strong> <strong>Tikhol</strong> M I <strong>Tank</strong>2 <strong>Location</strong> <strong>Tikhol</strong>, Tal. Parner, Dist A'nagar3 Basin Godavari4 Sub-Basin Mula5 <strong>Name</strong> <strong>of</strong> River/ Nala Kalu6 (a) Catchment Area (sq.km.) 56.26 (b) Intercepted Catchment Area (sq.km.) -6 (c)Free Catchment area(excluding the C.A.<strong>of</strong> all U/Sstorages)7 Type [ Major / Medium / Minor / Minor (LS)] Minor8 Year <strong>of</strong> completion 19729 Type <strong>of</strong> dam Earthern10 Gross storage (Mm 3 ) 2.4211 Live storage (Mm 3 ) 1.8612 Dead storage (Mm 3 ) 0.5613 75% dependable flow at site (Mm3)14 50% dependable flow at site (Mm3)CHECKLIST OF ENTITLEMENT (REVISED- 2009)15 TBL (m) 10816 MWL (m) 10617 FRL (m) 10418 Spillway Crest Level (m) 10419 MDDL (m) 98.5120 Maximum dam height (m) 18.5621 Sill level <strong>of</strong> head regulator/s (m) 98.5122 Length <strong>of</strong> LBC (km) 15.823 Length <strong>of</strong> RBC (km) -24 Capacity <strong>of</strong> LBC (m3 /sec) 0.1925 Capacity <strong>of</strong> RBC (m3 /sec) -26 GCA (ha) 50827 CCA (ha) 39428 ICA (ha) 35329 (a) Number <strong>of</strong> Water User Associations (WUA) <strong>No</strong>s. 129 (b) W.U.A. wise delineated Area in ha.; W.U.A.wisenumber <strong>of</strong> members.405 Ha / Total 839 Members29 (c) <strong>No</strong>. <strong>of</strong> W.U.A.s considered for entitlement with area<strong>of</strong> each WUA.1 <strong>No</strong> 405 Ha30Cropping Intensity % with Cropwise details as perproject report.i) Kharif 32.74ii) Two Seasonal -iii) Rabi 67.26iv) Hot Weather -v) Perennial -Approved Utilisation (for irrigation) (Mm3) as per31project report.i) Kharifii) Two Seasonaliii) Rabiiv) Hot Weatherv) Perennial<strong>No</strong>n- Irrigation approved (Mm3) with breakup as per32project report.i) Kharifii) Rabiiii) Hot Weather33 <strong>No</strong>n-Irrigation Actual (Mm3)i) Kharif-Page 1


SAWANGI M.I. TANKii) Rabi 0.01iii) Hot Weather 0.0234 Seasonwise Evaporation Loss (Mm3) 0.47i) Kharifii) Fair weatheriii) Total Annual 0.4735 Post monsoon inflow (dry weather) (Mm3)i) <strong>Project</strong> reportii) Actual as per observation (preferred)36 Reduction in the Reservoir due to Siltation in Mm3i) Actual as per surveyii) or as per formula (considering free catchment "6c") 3/100*36*56.20*11/100=0.61 LS 0.31 DS 0.30Any other commitment (2nd class irrigation,37Malguzari rights, Nistar rights etc.if any.)i) Kharifii) Rabiiii) Hot Weather38 Water available calculation @ canal head.i) water utilisation as per project report in Mm 3 1.86ii) deduct water utilisation for use in kharif Mm 3(31i+33i+34i+37i)-iii) water available at the beginning <strong>of</strong> Rabi (38i-38ii) inMm 3 1.8639 Deductions to get water available at the canal head.i Deduct 34ii or 34iii as per utilisation proposed. 0.47ii Deduction for siltation (36i or ii) 0.31iii Deduction for fair weather non irrigation use (33ii orboth 33ii+33iii)0.03iv Deduction for any other commitment 37( ii+iii)v Water available at canal head before reservoir lift{38iii+35ii-39(i+ii+iii+iv)}40 Deductions for Reservoir Lift1.86 - 0.81 = 1.05 (considering 100% live storageReservoir LiftCase (A) Where canal takes <strong>of</strong>f directly from thereservaoir(a) Flow Lifti) Maximum Permissible Area 6% <strong>of</strong> CCA (ha) 23.64(b)(c)ii) Actual sanctioned area (ha) 23.64iii) Maximum Allowable water allowance 3.6% <strong>of</strong> wateravailable at canal head (Mm3) i.e.39(v)0.0378iv) Actual water allowance for sanctioned area 0.0378= ii X 3.6 X water@canal head (39v) in Mm 3i 100Pressurised Lift (Drip / Sprinkler)i) Maximum Permissible Area14% <strong>of</strong> CCA(ha) 55.16ii) Actual sanctioned area (ha) 41.86iii) Maximum Allowable water allowance 5.65% <strong>of</strong>water available @ canal head (39v) (Mm3)0.0593iv) Actual water allowance for sanctioned area 0.045= ii X 5.65 X water@canal head (39v) in Mm 3i 100Canal Lift (Outside command)i) Maximum Permissible 10% (CCA -perennial area)(ha)39.4ii) Actual sanctioned area (ha) -iii) Maximum Allowable water allowance for @ 7% <strong>of</strong>water available at canal head (39v) (Mm3)0.113Page 2


SAWANGI M.I. TANKiv) Actual water allowance for sanctioned area= ii X 7 X water@canal head (39v) in Mm 3i 10041 Case (B) Where canal takes <strong>of</strong>f from the D/S <strong>of</strong>pick up weir(a)(b)(c)(d)(e)(f)Lift from dam storagei) Maximum Permissible area 1% <strong>of</strong> CCA (ha)ii) Actual sanctioned area (ha)iii) Maximum Allowable water allowance 0.6% <strong>of</strong> wateravailable at canal head (39v) (Mm 3 )iv) Actual water allowance for sanctioned area= ii X 0.6 X water@canal head (39v) in Mm 3i 100Pressurised Lift (Drip / Sprinkler)i) Maximum Permissible Area14% <strong>of</strong> CCA (ha)ii) Actual sanctioned area (ha)iii) Maximum Allowable water allowance 5.65% <strong>of</strong>water available @ canal head (39v) (Mm3)iv) Actual water allowance= ii X 5.65 X water@canal head (39v) in Mm 3i 100lift on river portion between Dam to pickup weiri) Maximum Permissible Area 5% <strong>of</strong> CCA (ha)ii) Actual sanctioned area (ha)iii) Maximum Allowable water allowance 3% <strong>of</strong> wateravailable @ canal head (39v) (Mm3)iv) Actual water allowance= ii X 3 X water@canal head (39v) in Mm 3i 100Deduction for transit loss in the river portion in fairweather= 10% <strong>of</strong> water @ canal headDeduction <strong>of</strong> water quantity for non-irrigation use inbetween the river portion (between dam to pick upweir)Canal Lift (Outside command)i) Maximum Permissible 10% <strong>of</strong> [ CCA - Perennialarea] (ha)ii) Actual sanctioned area (ha)iii) Maximum Allowable water allowance for 10% area@ 7% <strong>of</strong> water available at canal head (39v) (Mm 3 )iv) Actual water allowance for sanctioned area= ii X 7 X water@canal head (39v) in Mm 3i 10042 Net water available at canal head in Mm3A Case A (39v)- 40(aiv+biv+civ) 0.9672B Case B (39v)-41(aiv+biv+civ+d+e+fiv)43 Net water available at canal head consideringcanal losses( Item <strong>No</strong>.42 X 0.80 or 0.90) Mm3Net water available for WUA = 42AX conveyanceefficiency OR 42BXconveyance efficiency0.9672*0.8=0.773744 Prescribed unit water use entitlement per ha <strong>of</strong>C.C.A.Case A (43/ 27) Mm 3 / ha 0.7737 /339.50Case B (43/ 27) Mm 3 / ha.Delta0.002279 Mm 3 /ha22.79 cmsPage 3

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