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

CHECK LIST OF ENTITLEMENT (REVISED-2009)
S.No. Description Data
1 Name of Project Andhera M I Tank
2 Location Near Village Gunjala
3 Basin Godavari
4 Sub-Basin Khadakpurna
5 Name of River/Nala Local Nalla
6(a) Catchment Area(Sq.Km) 11.65 Sq.Km
6(b) Intercepted Chatchment Area(Sq.Km) --
6(c) Free Chatchment area(exculding the c.A.of all U/S
Storages)
11.65 Sq.Km
7 Type[Major/Medium/Minor/minors(LS)] Minor
8 Year of completion 1977
9 Type of dam earthen
10 Gross storages(Mm 3 ) 1.57 Mm 3
11 Live storages(Mm 3 ) 1. 44 Mm 3
12 Dead storages(Mm 3 ) 0.13 Mm 3
13 75% dependable flow at site (Mm 3 )
14 50% dependable flow at site (Mm 3 ) 1.65 Mm 3
15 TBL(m) 103.00 Mt.
16 FRL(m) 101.50 Mt.
17 MWL(m) 100.00 Mt.
18 Spilway Crest Level (m) 95.00 Mt.
19 MDDL(m) --
20 Maximum dam hight (m) 13.12 Mt.
21 Sill level of head regulator/s(m) 95.00 Mt.
22 Length of LBC (m) 5.60 Km
23 Length of RBC (m) --
24 Capacity of LBC (m 3 /sec) 0.16 Cum/ 6 Cusess
25 Capacity of RBC (m 3 /sec) --
26 GCA(ha) 372 Hect.
27 CCA(ha) 241 hect.
28 ICA(ha) 230 Hect (I P -230 Ha)
29(a) Number of Water User Associations (WUA)Nos.
01 W.U.A.
29(b) W.U.A.wise delineated Area in ha; W.U.A. wise
number of members
241 Hect / 202 Nos
29(c) No. of W.U.A.s considered for entitlement with area
of each W.U,A
01 / 241 Hect
30 Cropping intensity % with Cropwise details as per
project report.
i) Kharif 25 % - 55 Ha.
ii) Two Seasonal
20 % - 44 Ha.
iii) Rabi
60 % - 131 Ha.
iv) Hot Weather
v) Perennial
31 Approved Utilisation (for Irrigation) (Mm 3 ) as per
project report.
i) Kharif 0.34 Mm 3
ii) Two Seasonal 0.85 Mm 3
iii) Rabi
iv) Hot Weather
v) Perennial
32 Non-Irrigation approved (Mm 3 ) with breakup as per
project report
i) Kharif --
ii) Rabi --

iii) Hot Weather --
33 Non-Irrigation actual (Mm 3 )
i) Kharif --
ii) Rabi --
iii) Hot Weather --
34 Seasonwise Evaporation Loss (Mm 3 )
i) Kharif 0.082 Mm 3
ii) Fair Weather 0.405 Mm 3
iii) Total Annual
0.487 Mcum
35 Post Mansoon inflow(dry weather (Mm 3 )
i) Project report --
ii) Actual as per observation (preferred) --
36 Reduction in the Reservoir due to Siltation in Mm 3
i) Actual as per survey --
ii) or as per formula (considering free catchment"6c")
0.1118 Mm 3
37 Any other commitment (2nd class
irrigation,Malguzari rigths,Nastar rights etc, if any)
--
i) Kharif --
ii) Rabi --
iii) Hot Weather --
38 Wather available calculation@canal head.
i) water utilisation as per project report in Mm 3 1.44 Mm 3
ii) deduct water utilisation for use in khrif Mm 3
(31i+33i+34i+37i) 0.422 Mm 3
iii) water available at the begining of Rabi (38i-38ii)
Mm 3 1.018 Mm 3
39 Deductions to get water available at the canal head
--
i) Deduct 34ii on 34iii as per utilisation porposed 0.405 Mm 3
ii) Deduction for "Siltation (36i or ii) 0.1118 Mm 3
iii) Deduction for fair weather non irrigation use (33ii or
both 33ii+33iii) --
iv) Deduction for any other commitment 37(ii +iii) --
v) Water available at canal head before reservoir lift
(38iii + 35ii-39(i+ii+iii+iv) 0.5012 Mm 3
40 Decutions for Reservoir lift
Reservoir Lift
Case(A) where canal takes of directly from the
reservaoir
(a) Flow Lift
i) Maximum Permissible Area 6% of CCA (ha) 14.46 ha.
ii) Actual sanctioned area(ha)
13.65 ha.
iii) Maximum Allowable water allowance 3.6% of water
available at canal head (Mm 3 ) i.e.39(v) 0.0180 Mm 3
iv) Actual water allowance for sanctioned area
=ii x 3.6 x water @canal head (39v) 0.0170 Mm 3
i 100
(b) Pressurised Lift (drip/sprinkler)
i) Maximum Premissiable Area 14% of CCa (ha) 33.74 ha.
ii) Actual sanctioned area (ha)
6 ha.
iii) Maximum allowable water allowance 5.65% of
water available at canal head (39v) (Mm 3 ) i.e.39(v)
0.0283 Mm 3

iv) Actual water allowance for sanctioned area --
=ii x 5.65 x water @canal head (39v) Mm 3 0.005 Mm 3
i 100
(c) Canal Lift (Outside command)
i) Maximum Premissiable 10% (CCA-perennial area)
(ha)
ii) Actual sanctioned area(ha) --
iii) Maximum Allowable water allowance for @ 7% of
water available at cvanal head (39v) (Mm 3 )
iv) Actual water allowance for sanctioned area
=ii x 7 x water @canal head (39v) Mm 3 --
i 100
41 Case(B) Where canal takes off form the D/S of
pickup weir
(a) Lift from dam storage
i) Maximum Permissible area 1% of CCA (ha)
ii) Actual sancationed area(ha)
iii) Maximum Allowable water allowance 0.6% of water
available at canal head (39v) (Mm 3 )
iv) Actual water allowance for sanctioned area
=ii x 0.6 x water @canal head (39v) Mm 3
i 100
(b) Pressurised Lift (drip/Sprinkler)
i) Maximum Permissible area 14% of CCA (ha)
ii) Actual sancationed area(ha)
iii) Maximum Allowable water allowance 5.65% of
water available at canal head (39v) (Mm 3 )
iv) Actual water allowance
=ii x 5.65 x water @canal head (39v) Mm 3
i 100
(c) Lift on river portion between Dam to pickup weir
i) Maximum Permissible area 5% of CCA (ha) NIL
ii) Actual sancationed area(ha)
iii) Maximum Allowable water allowance 3% of water
available at canal head (39v) (Mm 3 )
iv) Actual water allowance
=ii x 3 x water @canal head (39v) Mm 3
i 100
d) Deduction for transit loss in the river portion in fair
weather
= 10% of water @ canal head
(e) Deduction of water quantity for non-irrigation use in
between the river portion (Between dam to pick up
weir)
(f) Canal Lift (Outside command)
i) Maximum Permissible area 10% of [CCA -
Perennial area ] (ha)
ii) Actual sancationed area(ha)
iii) Maximum Allowable water allowance 10% area @
7% of water available at canal head (39v) (Mm 3 )
iv) Actual water allowance
=ii x 7 x water @canal head (39v) Mm 3
i 100
42 Net water available at canal head Mm 3
A Case A (39v)-40(aiv+biv+civ) 0.4791 Mm 3

B Case B (39v)-41(aiv+biv+civ+d+e+fiv) --
43 Net water available at canal head considering canal
losses (Item No 42 x 0.80 or 0.90) Mm 3 0.3834 Mm 3
Net water available for UWA = 42AX conveyance
efficiency OR 42BX conveyance effciency
44 Prescribed unit water use entitlement per ha of
C.C.A
Case A (43 / 27 )Mm 3 / ha.
Case B (43 / 27 )Mm 3 / ha.
0.001732 Mm 3 /Ha.
Delta 17.32 cm
NB :- 6(b) intercepted Catchment Area incluses all storages and weirs in the catchment area the project.
Executive Engineer
Buldana Irrigation Division
Buldana
Superintending Engineer
Akola Irrigation Circle
Akola