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Table 3. State-wise sown and irrigated area in 1970-71
State/Union Territory New Area Gross Area
Sown Irrigated Percentage Sown Irrigated Percentage
(Thousand ha)
1. Andhra Pradesh 11,735 3,313 28.2 13,347 4,233 31.6
2. Assam 2,226 572 25.7 2,773 572 20.6
3. Bihar 8,454 2,160 25.6 11,026 2,732 24.8
4. Gujarat 9,428 1,209 12.8 10,045 1,307 13.0
5. Haryana 3,565 1,532 43.0 4,957 2,230 45.0
6. Himachal Pradesh 544 91 16.7 911 156 17.1
7. Jammu and Kashmir 706 279 39.5 866 330 38.1
8. Karnataka 10,248 1,137 11.1 10,887 1,355 12.4
9. Kerala 2,172 431 19.8 2,933 601 20.5
10. Madhya Pradesh 18,352 1,480 8.1 20,562 1,523 7.4
11. Maharashtra 18,304 1,427 7.8 19,304 1,656 7.4
12. Manipur 179 65 36.3 188 75 39.9
13. Meghalaya 163 37 22.7 195 37 19.0
14. Nagaland 100 12 12.0 102 12 11.8
15. Orissa 6,119 1,149 18.8 8,440 1,624 19.2
16. Punjab 4,053 2,888 71.3 5,678 4,243 74.7
17. Rajasthan 15,179 2,132 14.0 16,729 4,253 14.7
18. Tamil Nadu 6,169 2,592 42.0 7,384 3,410 46.2
19. Tripura 240 22 9.2 345 22 6.4
20. Uttar Pradesh 17,305 7,190 41.5 23,207 8,344 36.0
21. West Bengal 5,542 1,489 26.9 7,092 1,541 21.7
22. Andaman and Nicobar Islands 18 - - 18 - -
23. Arunchal Pradesh 56 - - 56 - -
24. Dadra and Nagar Haveli 16 - - 17 - -
25. Delhi 81 48 59.3 117 56 47.9
26. Goa, Daman and Diu 133 8 6.0 139 8 5.8
27. Laccadive, Minicoy and Amnidivi Islands 3 - - 3 - -
28. Mizoram 39 2 5.1 40 2 5.0
29. Pondicherry 32 27 84.4 51 40 78.4
All-India 141,161 31,292 22.2 167,412 38,552 23.0

Table 4. Important Irrigation projects in India
State Name of Project Irrigated Area (Million ha)
During 1850 to 1950
Andhra Pradesh Godavari Delta System 0.35
Andhra Pradesh Krishna Delta System 0.60
Bihar Sone Canal 0.24
Punjab Western Jamuna 0.52
Punjab Sirhind Canal (Sutlej) 0.95
Punjab Upper Bari Duab Canal (Beas) 0.40
Rajasthan Ganga Canal (Sutlej) 0.22
Uttar Pradesh Upper Ganga Canal 0.80
Uttar PradeshLower Ganga Canal0.60
Uttar Pradesh Sarda Canal 0.80
Uttar Pradesh Agra Canal (Jamuna) 0.18
After 1950
Andhra Pradesh Krishna Delta System 0.60
Andhra PradeshNagarjunasagar (Krishna)0.81
Andhra Pradesh Pochampad (Godavari) 0.23
BiharGandak 1.31
BiharSone Barrage 0.12
GujaratKakrapara (Tapti) 0.23
GujaratMahi Right Bank Canal0.19
GujaratNarmada 0.40
GujaratUkai (Tapti) 1.60
Madhya Pradesh Gandhisagar (Chambal) 0.45
BiharSone Barrage0.12
Madhya Pradesh Kotah Barrage (Chambal) 0.57
Madhya Pradesh Rana Pratap Sagar (Chambal) 0.40
Madhya Pradesh Tawa 0.32
Maharashtra Bhima 0.12
Maharashtra Jayakwadi (Godavari) 0.14
Kerala Kallada 0.11
Karnataka Ghataprabha 0.20
KarnatakaMalaprabha 0.12
Karnataka Tungabhadra 0.41
Orissa Hirakud (Mahanadi) 0.24
OrissaMahanadi Delta 0.65
Punjab Beas Dam 3.24
Punjab Bhakra Nangal (Sutlej) 1.23
Rajasthan Rajasthan Canal (Sutlej) 1.06
Uttar Pradesh Matatila (Betwa) 0.17
Uttar Pradesh Ramaganga 0.69
West Bengal Kanasbati Reservoir 0.38
West Bengal Mayurashi 0.25
West Bengal Damodar Valley 0.42
West Bengal Durgapur Barrage (Damodar) 0.42

The programs for modifying weather, the desalinization of sea-water and the National Water Grid, if enforced, will further increase the potential for irrigation manifold.

Surface water for irrigation is obtained from flowing rivers, and from tanks, ponds, lakes or artificial reservoirs. The flows of rivers are directly diverted into canals, or high dams are built across the river to form first large canals for irrigation. The future development of irrigation aims at impounding the surplus flows of rivers by constructing dams for use during the dry periods.

Water from all these sources is conveyed to the field through lined or unlined canals, distributaries and minors through the final structure called outlet. All this conveyance system up to the outlet is built by the Irrigation Departments. From the outlet, water flows into small water-courses which are constructed, owned and managed by a group of farmers. During its conveyance, there are considerable losses through seepage, percolation and evaporation. From a typical water-distributary system, the losses in the main canal vary from 10 to 15 per cent, and in the water-courses from 15 to 30 per cent. Thus the total losses from the source till the water reaches the farmers' fields may amount to 40-60 per cent.

Ground-water is tapped by digging shallow and large diameter percolation wells or drilling deep tube-wells and lifting it to the surface. Shallow wells derive their water-supply from the surrounding area through seepage, percolation, high-water table, etc. the deep wells depend for their water on aquifers, which may have their source at some distance. River valleys, canal-irrigated areas, low-lying places, natural vegetation and trees growing luxuriantly are indications of the presence of ground-water resources. The rate at which the water can be pumped out from a well depends upon recharging rate which, in turn, depends upon the permeability of the surrounding area in the case of shallow wells and on the thickness and the magnitude of aquifers.

Utilization of water resources. The scientific utilization of water resources for crop production involves the consideration of the suitability of land and water for irrigation and then planning of crops and water-management practices commensurate with them. Water-management practices include irrigation and drainage. Irrigation comprises three fundamentals: how much to drain, how best to drain and how rapidly to drain under a given situation of soil, water, and crops. These problems are discussed in this chapter.





    - Commercial Crops
    - Plantation Crops
    - Field Crops
    - Condiments & Spices
    - Medicinal & Aromatic
      Plants

    - Cropping Patterns
    - Water Management in
      Crop Production

    - Forage Crops & Grasses
    - Horticultural Crops