1. Welcome to PMKSY works Water Resources Management by R.K.NEMA College of Agricultural Engineering Jawaharlal Nehru Krishi Vishva Vidyalaya Jabalpur M.P.

2. Present Status – Surface Water Rainfall (mm) 1200-1600 I, II 1000-1500 III,IV.V.VII,VIII 600-1000 IX,X 600-800 VI Surface Water Potential 2011-12 (lakh ha) Created 29.20 Utilized 16.72 Gap 12.96 Major Irrigation Projects : Bargi Jabalpur, Chambal Gwalior Bansagar Rewa, Tawa Hosangabad, Samrat Ashok Sagar Vidisha Area irrigated is 61.3 % (2013-14) 1200-1600 600-800 600-1000 1000-1500

3. Utilization level as percentage of Availability in blocks of MP (2011-12) >100 Over exploited 24 85-100 Critical 05 65-85 Semi critical 19 <65 Safe266 Percent Utilization >100 Over exploited 85-100 Critical 65-85 Semi critical <65 Safe Ground Water Resources (2013-14) Availability 33.29 bcm Irrigation Draft 17.48 bcm Others1.35 bcm Stage of dev. 57 % wells16.23 lakh Tube wells 6.36 lakh Area irrig. 3226119 ha Water table in Canal Command +0.2 m/y Non command -0.7 to 2 m/y Policy is required to use GW as an emergency reserve

4. xsg¡w dh ty mRikndrk {ks=ftykty mRikndrk kg/m 3 vkfFkZd n{krk Rs/m 3 lsaVªy ueZnk osyhgks'kaxkckn 0.910.43-1.602.310.034-7.48 tcyiqj 0.470.23-0.881.060.022-4.66 ujflagiqj 0.530.26-0.751.110.006-3.52 >kcqvk fgYl>kcqvk 0.600.38-0.881.200.05-11.58 lriqM+k iBkjcSrwy 0.840.52-2.062.611.10-10.21 Ekkyok iBkj/kkj 0.950.64-1.802.040.072-6.67 fuekM+ eSnkumRrjh fuekM+ 0.830.52-1.621.90.012-7.60 NRrhlx<+ dk mRrjh iBkjeaMyk 1.800.98-2.954.090.21-10.79 flaU/k iBkjjk;lsu 1.010.61-1.582.270.25-7.69

5. Water application Method Application Ea, % Storage Es,% Distribution ED, % Depth of Water applied, cm Yield, q/ha Water Productivity, Kg/m 3 Rainfed with One Irriagtion at CRI 62.261.373.31420.71.48 Supervised Flooding using Pipes 60.161.468.658.535.90.61 Border Irrigation 83.169.195.432.248.91.51 Sprinkler Irrigation 91.866.396.119.438.31.97 Drip Irrigation ---18.339.512.15 Water Productivity of Application Methods

6. Long term strategies ObjectiveActionAgency Empowerment of Water User Associations 1.Volume based water charges 2.Water delivery based on crop 3.Incentives for incremental WUE WRD WUA FW&AD Increasing WUE in command area 1.Standardization of surface irrigation methods at micro level based on soil slope and discharge 2.Real time data acquisition, monitoring and regulation of canal network flow 3.Awarding efficient irrigation system and WA with top WP SAU WRD FW&AD Increasing Water and nutrient use efficiency 1.Deficit Irrigation 2.Operation and maintenance contract at time of installation SAU FW&AD

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8. Long term Strategies for GW ObjectiveActionAgency Enhancing Ground Water Resources 1.Recharging through retention in fields 2.Excess water storage in online structures and their use 3.Water harvesting Incentives for small and marginal farmers for keeping 10 percent area for storage. 4.Use of only efficient application irrigation methods to use the GW for crops having higher WP 5.Demarcation of recharge zones and exhaustive number of structures for retention 6.All kharif fallow land to be converted to recharge fields FW&AD /RD WRD /RD GOMP

9. Havlei Fields : A Prominent Source of Recharge in Kymore Plateau and Satpura Hills

10. Evaluation of Recharge through Haveli fields Characterization Mapping Evaluation – Water Balancing Improvement Multiple uses for WP Singhara cultivation Water quality Additional recharge through recharge shaft Filter for direct recharge Status of Haveli fields and future prospects

11. Location of Haveli Areas

12. Extent of Haveli Areas Satellite data with IRS-ID PAN Sensor used to identity the Haveli areas in Patan block near Jabalpur. 73,424 ha were under Haveli during year 2002-03 which is 11 percent of total area under the study. An estimated spread of Haveli in Narsingpur district was 1,91,778 ha in the year 1986-87 and in Jabalpur district it was 2,78,624 ha. The total area of 4,70,402 ha was estimated to be reduced to 1,38,422 ha in the year 1999-2000.

13. Quantum of Haveli -Recharge Study Period 3 years Location 4 (3 Narsingpur + 1 Jabalpur) Observations Gauging of Haveli field during kharif, measuring I, K, Rainfall, area extent through Satellite images Approach Field water balance Extent 11 percent of total area Contribution4 to 6 mm per day for 90-100 day 40 to 60 cm percolation Inference Haveli recharge contribute to additional rise in water level by 4 to 6 m

14. Blocks in the Study area S.No.DistrictBlock 1 Katni Katni, Rethi, Badwara, Vijayraghavgarh, Bahoribund, Dhimarkheda 2 Satna Majhgawa, Sohaval, Rampurbaghelan, Nagod, Uchehara, Amarpatan, Ramnagar, Maihar 3 Seoni Seoni, Kurai, Lakhnadon, Chhapara, Ghansor, Ghanora, Kevlari, Burghat 4 Sehora, Majholi, Patan,Shahpura,, Panagar, Kundam 5 Sidhi Baidan, Deosar, Chitrangi,Sihawal, Kushmi, Majholi, Sidhi Rampurnaikin 6 Rewa Mauganj, Hunumana, Sirmor, Rewa, Raipur-karchulian, Naigadhi, Teothar, Gangev, Jawa. 7 Panna Ajaigarh, Panna, Gunnor, Pawai, Shahnagar

15. Haveli Potential Kympore plateau and Satpura hills can contribute 326994 ham, 239388 ham and 46384 ham recharge additionally through haveli fields. Fallow land in all the state has also similar potential for recharge.

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20. e/;izns’k esa mi;qDr ikbZ xbZ ty lajpuk,a daVwj ca/kku [ksr ca/kku xyh Iyx cksjh ca/kku ywt cksYMj Mse feV~Vh ca/kku xsfo;u lajpuk lhesaV oky ds lkFk ywt cksYMj lajpuk [ksr rkykc Mªki Lihyos lwV Lihyos pSd Mse,uhdV ijdksys'ku rkykc LVki Mse ukyk ca/kku /kku dh caf/k;k gosyh ca/kku [ksr esa jiVk

21. DivisionFallow area, 000 ha Jabalpur379.3 Sagar302.9 Rewa319.4 Indore57.4 Ujjain13.7 Chambal200.8 Bhopal107.3 Total (2006-07)1380.8 Total (2011-12)1157.8 Percolation Pond - 50 m (L), 40 m (W), 3 m (D), 1:1 (S) 0.2 ha 2000 sq m storage 5244 cu m Recharge 50 % 2622 cu m 0.262 ha m Objective ActionAgency GWR through fallow lands Utilization of Kharif fallow for water harvesting FW&AD Enhancing Ground Water Recharge using Kharif Fallow Number of Ponds required for 1 ha m recharge 4 Recharge from 50 % of Fallow fields @ 10% of rainfall is 58000 ham Useful for in-situ Moisture conservation and recharge

22. ObjectiveActionAgency Life saving in Kharif Utilization of 10% area of field for water harvesting and recycling FW&AD/RD Efficient use of harvested water Use of micro irrigation for Higher WUE and crop production FW&AD/RD Draught alleviation in rain-fed kharif 10% of I ha 40 m (L), 25 m (W), 3 m (D), 1:1 (S) Vol. of storage 2469 cu m Losses493 cu m Available water 1975 cu m = 19.75 cm

23. THANKS

24. DIP FORMAT

25. Some Suggessions Appendix A-Two maps are to be generated – Surface and subsurface water – Irrigated areas through different sources Data format seems not sufficient 1.4 For IR time domain has to be considered weekly/monthly WR and IRR are to be updated 1.6 Draught frequency source not mentioned

26. Sugessions 2.2 Firs col has to be part of row A and B 3.1 Spatial distribution of information is required for GW sources and Canal 3.4 Quantification is required rather than numbers