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Success Story of Sarahan
Watershed District Sirmour
(Himachal Pradesh)
(2003-08)
CSKHPKV, Hill Agricultural Research & Extension Centre,
Dhaulakuan
Project Implementing Agency
Project Leader: Dr. R.S.RANA
Scientist ( Agriculture Engineering)
• Associates:
• Dr. MANOJ GUPTA (Agri. Economics)
• Dr. H.L.THAKUR ( Associate Director)
Typical watershed
WEEKLY RAINFALL PROBABILITIES
SW 50P 80P SW 50P 80P SW 50P 80P SW 50P 80P
J1 0 0 A2 0 0 J2 77 19 O1 0 0
J8 0 0 A9 0 0 J9 106 44 O8 0 0
J15 0 0 A16 0 0 J16 115 56 O15 0 0
J22 2 0 A23 0 0 J23 153 53 O22 0 0
J29 1 0 A30 2 0 J30 150 50 O29 0 0
F5 2 0 M7 2 0 A6 154 65 N5 0 0
F12 15 0 M14 2 0 A13 116 60 N12 0 0
F19 5 0 M21 2 0 A20 107 36 N19 0 0
F25 9 0 M28 0 0 A27 73 5 N26 0 0
M5 2 0 J4 8 0 S3 52 2 D3 0 0
M12 1 0 J11 27 2 S10 40 3 D10 0 0
M19 5 0 J18 34 2 S17 7 0 D17 0 0
M26 4 0 J25 56 30 S24 0 0 D24 3 0
MONTHLY RAINFALL PROBABILITIES
Month 50 per cent 80 per cent
January 36 0
February 73 16
March 45 7
April 15 0
May 39 0
June 170 93
July 485 251
August 537 390
September 140 107
October 2 0
November 0 0
December 20 0
Kharif(May-Sep) 1446 1229
Rabi (Oct-Apr) 257 180
Annual(Jan-De) 1791 1392
MAXIMUM DAILY PROBABLE RAINFALL
Return Period (Years) Probability (Per cent) Max prob.daily rainfall
(mm)
1.0101 99 56
1.0526 95 78
1.1111 90 91
1.25 80 110
2 50 152
5 20 210
10 10 248
20 5 285*
50 2 333
100 1 368
200 0.50 403
500 0.20 450
1000 0.10 485
2000 0.05 520
5000 0.02 567
10000 0.01 602
SOIL MAP OF THE WATERSHED
LAND USE PATTERN OF WATERSHED
Watershed characteristics
• Total geographical area is 517 ha
• Pacchad Block of Sirmour Distt
• 77°11΄22΄΄ to 77°12΄46΄΄ East longitude
• 30°42΄40΄΄ to 30°44΄05΄΄ North latitude
• Mid Hill Sub-Humid Zone of H.P.
• Elevation 1350 m to 1600 m a.m.s.l.
• Sarahan watershed lies in catchment area
of Giri river which is tributary of Yamuna
river.
• Chir pine and ban oak are predominant
forest species.
Major Problems
• Water scarcity
• Damage to crops by wild animals
• Fodder scarcity
• Insect & pest problems in crops
• Lower productivity of agri crops
• Lower productivity, parasitic and
repeat breeding problems in livestock
Construction cost of Silpaulin
lined and Cemented tanks
Particulars Approx Cost /litre (Rs)
Silpaulin tanks 0.50
Brick lined tanks 1.00
RCC tanks 2.00
Table- 3: Comparative economics of irrigation potential created by Brick lined and R.C.C. tanks.
Type of
tank
Size of tank Capacity
(litres)
Cost
(Rs)
Cost of
stored
water
(Rs/
litre)
Average
cost of
stored
water
(Rs/ litre
Length
(m)
width
(m)
depth
(m)
1.Brick
lined
15.2 6.2 2.7 2,55,000 2,82,000 1.10
1.001.Brick
lined
12.2 6.1 2.6 1,94,000 1,90,000 0.98
1.Brick
lined
10.0 8.2 1.8 1,48,000 1,36,000 0.92
1.R.C.C. 8.2 5.2 3.0 1,28,000 2,54,000 1.98
2.001.R.C.C. 7.5 4.4 2.0 66,000 1,16,000 1.76
1.R.C.C. 8.0 4.5 1.8 65,000 1,47,000 2.26
Table-4: Total water storage created and corresponding irrigation potential
generated in the watershed.
Type of tanks
No. Capacity
(cubic meter)
Irrigation potential (ha.)
Tomato Garlic
Silpaulin lined tanks 36 2618 13.56 13.56
Cemented pucca tanks 6 856 4.44 4.44
Roof-top water harvesting
tanks
27 216 0.75 0.75
Total 69 3690 18.75 18.75
Table-5: Impact of rain water harvesting on cropping pattern.
Crops
Total area in the watershed (ha.)
Before project After project Change
Cereals
Wheat 21.38 18.25 -3.13
Maize 21.38 13.83 -7.55
Sub total 42.76 32.08 -10.68
Vegetables
Tomato 15.29 22.13 6.84
Capsicum 14.83 18.13 3.30
Garlic 2.46 6.63 4.17
Ginger 8.38 10.67 2.29
Others 0.08 2.24 2.16
Sub total 41.04 59.80 18.76
Total 83.80 91.88 8.08
Table-6: Distance of water sources from farmers fields.
Distance of water source
Number of farmers
Before Project After
Project
< 1 Km 56 124
1-2 Km 61 0
> 2 Km 7 0
Average distance 1.53 Km 0.29 Km
Table-7: Impact of rain water harvesting on irrigation intensity in the watershed.
Number of irrigation
Number of farmers
Before Project After Project
< 1 109 0
2 15 5
3 0 6
4 0 107
> 4 0 6
Average irrigation intensity 0.57 3.94
Table-8: Comparison of different tanks on various parameters.
Particulars
Silpaulin
tanks
Brick lined
tanks
R.C.C.
tanks
Roof- top
water
harvesting
tanks
Cost
( Rs. Per
litre)
Lowest
(Rs. 0.50)
Higher
( Rs. 1.00)
Highest
(Rs. 2.00)
Moderate
( Rs. 1.50)
Life span >15 years 10-15 years 10-15 years 10-15 years
Safety Most safe Prone to
cracks
Prone to
cracks
Prone to
cracks
Water
source
Runoff or
perennial
water spring
Runoff +
Perennial
water
spring
Runoff +
Perennial
water
spring
Runoff
Ownership Single Joint Joint Single
Thank you

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Watershed district sirmour

  • 1. Success Story of Sarahan Watershed District Sirmour (Himachal Pradesh) (2003-08) CSKHPKV, Hill Agricultural Research & Extension Centre, Dhaulakuan Project Implementing Agency
  • 2. Project Leader: Dr. R.S.RANA Scientist ( Agriculture Engineering) • Associates: • Dr. MANOJ GUPTA (Agri. Economics) • Dr. H.L.THAKUR ( Associate Director)
  • 4. WEEKLY RAINFALL PROBABILITIES SW 50P 80P SW 50P 80P SW 50P 80P SW 50P 80P J1 0 0 A2 0 0 J2 77 19 O1 0 0 J8 0 0 A9 0 0 J9 106 44 O8 0 0 J15 0 0 A16 0 0 J16 115 56 O15 0 0 J22 2 0 A23 0 0 J23 153 53 O22 0 0 J29 1 0 A30 2 0 J30 150 50 O29 0 0 F5 2 0 M7 2 0 A6 154 65 N5 0 0 F12 15 0 M14 2 0 A13 116 60 N12 0 0 F19 5 0 M21 2 0 A20 107 36 N19 0 0 F25 9 0 M28 0 0 A27 73 5 N26 0 0 M5 2 0 J4 8 0 S3 52 2 D3 0 0 M12 1 0 J11 27 2 S10 40 3 D10 0 0 M19 5 0 J18 34 2 S17 7 0 D17 0 0 M26 4 0 J25 56 30 S24 0 0 D24 3 0
  • 5. MONTHLY RAINFALL PROBABILITIES Month 50 per cent 80 per cent January 36 0 February 73 16 March 45 7 April 15 0 May 39 0 June 170 93 July 485 251 August 537 390 September 140 107 October 2 0 November 0 0 December 20 0 Kharif(May-Sep) 1446 1229 Rabi (Oct-Apr) 257 180 Annual(Jan-De) 1791 1392
  • 6. MAXIMUM DAILY PROBABLE RAINFALL Return Period (Years) Probability (Per cent) Max prob.daily rainfall (mm) 1.0101 99 56 1.0526 95 78 1.1111 90 91 1.25 80 110 2 50 152 5 20 210 10 10 248 20 5 285* 50 2 333 100 1 368 200 0.50 403 500 0.20 450 1000 0.10 485 2000 0.05 520 5000 0.02 567 10000 0.01 602
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  • 13. SOIL MAP OF THE WATERSHED
  • 14. LAND USE PATTERN OF WATERSHED
  • 15. Watershed characteristics • Total geographical area is 517 ha • Pacchad Block of Sirmour Distt • 77°11΄22΄΄ to 77°12΄46΄΄ East longitude • 30°42΄40΄΄ to 30°44΄05΄΄ North latitude • Mid Hill Sub-Humid Zone of H.P. • Elevation 1350 m to 1600 m a.m.s.l. • Sarahan watershed lies in catchment area of Giri river which is tributary of Yamuna river. • Chir pine and ban oak are predominant forest species.
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  • 25. Major Problems • Water scarcity • Damage to crops by wild animals • Fodder scarcity • Insect & pest problems in crops • Lower productivity of agri crops • Lower productivity, parasitic and repeat breeding problems in livestock
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  • 60. Construction cost of Silpaulin lined and Cemented tanks Particulars Approx Cost /litre (Rs) Silpaulin tanks 0.50 Brick lined tanks 1.00 RCC tanks 2.00
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  • 83. Table- 3: Comparative economics of irrigation potential created by Brick lined and R.C.C. tanks. Type of tank Size of tank Capacity (litres) Cost (Rs) Cost of stored water (Rs/ litre) Average cost of stored water (Rs/ litre Length (m) width (m) depth (m) 1.Brick lined 15.2 6.2 2.7 2,55,000 2,82,000 1.10 1.001.Brick lined 12.2 6.1 2.6 1,94,000 1,90,000 0.98 1.Brick lined 10.0 8.2 1.8 1,48,000 1,36,000 0.92 1.R.C.C. 8.2 5.2 3.0 1,28,000 2,54,000 1.98 2.001.R.C.C. 7.5 4.4 2.0 66,000 1,16,000 1.76 1.R.C.C. 8.0 4.5 1.8 65,000 1,47,000 2.26
  • 84. Table-4: Total water storage created and corresponding irrigation potential generated in the watershed. Type of tanks No. Capacity (cubic meter) Irrigation potential (ha.) Tomato Garlic Silpaulin lined tanks 36 2618 13.56 13.56 Cemented pucca tanks 6 856 4.44 4.44 Roof-top water harvesting tanks 27 216 0.75 0.75 Total 69 3690 18.75 18.75
  • 85. Table-5: Impact of rain water harvesting on cropping pattern. Crops Total area in the watershed (ha.) Before project After project Change Cereals Wheat 21.38 18.25 -3.13 Maize 21.38 13.83 -7.55 Sub total 42.76 32.08 -10.68 Vegetables Tomato 15.29 22.13 6.84 Capsicum 14.83 18.13 3.30 Garlic 2.46 6.63 4.17 Ginger 8.38 10.67 2.29 Others 0.08 2.24 2.16 Sub total 41.04 59.80 18.76 Total 83.80 91.88 8.08
  • 86. Table-6: Distance of water sources from farmers fields. Distance of water source Number of farmers Before Project After Project < 1 Km 56 124 1-2 Km 61 0 > 2 Km 7 0 Average distance 1.53 Km 0.29 Km
  • 87. Table-7: Impact of rain water harvesting on irrigation intensity in the watershed. Number of irrigation Number of farmers Before Project After Project < 1 109 0 2 15 5 3 0 6 4 0 107 > 4 0 6 Average irrigation intensity 0.57 3.94
  • 88. Table-8: Comparison of different tanks on various parameters. Particulars Silpaulin tanks Brick lined tanks R.C.C. tanks Roof- top water harvesting tanks Cost ( Rs. Per litre) Lowest (Rs. 0.50) Higher ( Rs. 1.00) Highest (Rs. 2.00) Moderate ( Rs. 1.50) Life span >15 years 10-15 years 10-15 years 10-15 years Safety Most safe Prone to cracks Prone to cracks Prone to cracks Water source Runoff or perennial water spring Runoff + Perennial water spring Runoff + Perennial water spring Runoff Ownership Single Joint Joint Single
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