5. Computation of Ground Water Resources in Madhya Pradesh

5. COMPUTATION OF GROUND WATER RESOURCES IN MADHYA PRADESH

5.1 Salient features of the dynamic ground water resource assessments Year of assessment– Estimation of ground water resources has been carried out based on the methodology recommended by the Ground Water Estimation Committee (GEC –2015) and on advice of R&D committee. The base year for the assessment of ground water resources is 2016-17 and data of rainfall, ground water structures, canal, tanks ponds etc. are collected of five years from 2012 to 2016. The water level data are used from 2008 to 2016.

Assessment Unit The administrative block has been considered as a unit of assessment. The unit is further divided into sub-unit i.e. Command and Non-Command. The ground water resources have been computed for all 313 blocks of the State.

5.2 Sub-Unit-Wise Method Adopted for Computing Rainfall Recharge During Monsoon Season

The following sub-units are taken into account for the computation of various figures in the methodology and have been considered as given below: -

(a) Hilly Area

Area having more than 20% slopes has been excluded for ground water recharge computation.

(b) Poor Ground Water Quality Area

There is no clear cut demarcated area of poor quality in the State for computation of ground water resources. Apart from this, statistical data of ground water structure is also not available. Hence this unit has not been considered for resource estimation.

In the methodology, it is recommended that dynamic ground water resources estimation should be carried out for command area and non command area separately. This has been followed. For computation of ground water resources of command area only medium and major command areas have been considered so that area falling under this category be clearly identified on the map and other isolated pockets are omitted. By doing so it will be very clear in the block map, area showing under various categories (semi critical, critical and over exploited) are in continuation and same may be used for further works etc. Block-wise total geographical areas, hilly area, command area, non command area and area worthy for ground recharge are given in Annexure IIIA-1, whereas district-wise geographical areas, hilly area, command area, non command area and area worthy for ground recharge are shown in Table-7

Table: 7 District- wise area of Madhya Pradesh

Recharge Total Hilly Non- worthy Command District Geographical Area in command area in area Area in hect hect area hect

ALIRAJPUR 305440 331840 26400 0 305440 AGAR 251576 272193 20617 11375 240201 ANUPUR 294200 372400 78200 0 294200 ASHOKNAGAR 462244 467394 5150 20650 441594 BALAGHAT 891793 922900 31107 101503 790290 BADWANI 366831 542200 175369 66689 300142 BHIND 445900 445900 0 179891 266009 BHOPAL 264800 277237 12437 0 264800 BETUL 856450 1004300 147850 29248 827202 BURHANPUR 257050 323300 66250 11289 245761 CHHATARPUR 790434 868736 78302 116640 673794 CHHINDWARA 884777 1181500 296723 12476 872301 DATIA 266200 269100 2900 132097 134103 DAMOH 474619 730600 255981 57667 416952 DEWAS 577082 702084 125002 18544 558538 DHAR 812640 815300 2660 149070 663570 DINDORI 456000 572500 116500 0 456000 GUNA 617514 639000 21486 37209 580305 GWALIOR 428300 456400 28100 131133 297167 HARDA 270090 333000 62910 79150 190940 HOSHANGABAD 558352 670400 112048 253623 304729 INDORE 381897 389800 7903 5376 376521 JABALPUR 443868 522093 78225 80876 362992 JHABUA 311253 346000 34747 17018 294235 KATNI 466648 489400 22752 33404 433244 KHARGONE 656897 803000 146103 172061 484836 KHANDWA 581446 752450 171004 92560 488886 MANDLA 573990 754400 180410 31070 542920 MANDSAUR 499048 553518 54470 0 499048 MORENA 438489 498889 60400 224789 213700 NEEMUCH 375744 420044 44300 0 375744 NARSINGHPUR 479100 513300 34200 50569 428531 PANNA 661125 713500 52375 32712 629763 RAISEN 660940 846640 185700 58600 602340 RAJGARH 615498 615498 0 0 615498 RATLAM 461600 486100 24500 8614 452986 REWA 592916 631360 38444 75446 517470 SATNA 672106 750234 78128 47108 624998 SAGAR 925418 1025200 99782 47073 878345 SEHORE 463972 657800 193828 95559 368413 SEONI 805020 875800 70780 71956 733064 SHAHDOL 497800 584100 86300 5047 492753 SHAJAPUR 339617 347325 7708 0 339617 SHEOPUR 533480 660600 127120 71150 462330 SHIVPURI 977049 1027800 50751 69421 907628 SIDHI 360405 485400 124995 48890 311515

Recharge Total Hilly Non- worthy Command District Geographical Area in command area in area Area in hect hect area hect SINGRAULI 451260 567200 115940 6602 444658 TIKAMGARH 488100 504800 16700 39692 448408 UMARIA 421900 453900 32000 0 421900 UJJAIN 593933 613023 19090 0 593933 VIDISHA 670770 737100 66330 76287 594483 State Total in 26934931 30824558 3889627 2870134 24064797 Ha

5.3 Ground Water Resources of Madhya Pradesh

Groundwater resources of Madhya Pradesh State have been computed according to Methodology and norms described in Chapter-3. The block wise details have been provided in Annexure (III A -1 to III F). The Salient features of the computations are given below.

5.3.1 Recharge from Rainfall

Recharge from rainfall has been computed separately for monsoon and non- monsoon periods as well as for command and non-command areas. Recharge from rainfall is mainly a function of geographical area of the district, normal monsoon rainfall and lithology of the area.

The recharge from rainfall during monsoon season has been computed using mainly Water Level Fluctuation Method, whereas recharge from rainfall during non-monsoon period has been computed using Rainfall Infiltration Factor Method. Details of the block- wise monsoon rainfall recharge and non-monsoon rainfall recharge have been given in Annexure III D 1 & Annexure IV. District-wise recharge from rainfall is given in Table-6 by adding up block wise figures of the respective districts. Non-monsoon rainfall recharge is taken into account in Annupur, Balaghat, Bhind, Betul, Chhindwara, Dindori, Gwalior, Jabalpur, Mandla, Rewa, Satna, Seoni, Shahdol, Sidhi and Umaria districts where non monsoon rainfall is more than 10% of the total annual rainfall.

Total recharge from rainfall in the State is of the order of 2792733 ham (27.92 bcm) with Hoshangabad district having the highest recharge of 124411 ham and Alirajpur district has minimum recharge of the order of 17303 ham.

5.3.2 Recharge from Other Sources

Total Recharge to ground water has several components, rainfall being the major one. The other component include seepage from canals, return flow from surface water irrigation, return flow from ground water irrigation, seepage from Tanks and Ponds etc. for command area. For non–command area seepage from canals and return flow from surface water irrigation is not applicable. Block wise recharge from other sources has been given in Annexure III D 1 & Annexure IV. District- wise recharge from other sources is given Table-8. Component of recharge from other sources is highest in Hoshangabad district (72145 ham) followed by Dhar district (37840 ham) where maximum canal irrigation facility is available. Lowest value of recharge from other

35 source is recorded in Annupur (370 ham) and Dindori (539 ham) being tribal districts where use of ground water as well surface water for irrigation purpose is very low. Total recharge from rainfall is 2792733 ham, (27.92 bcm) whereas from other sources is 849421 ham (8.49 bcm).

5.3.3 Recharge from All Sources Total replenishable ground water resources including rainfall recharge and recharge from other sources have been computed on block- wise and by adding up block wise figures of the respective districts which is presented in Annexure III D 1 & Annexure IV and Table-8. Total annual recharge from all sources in the State is of the order of 3642155.64 ham, (36.42 bcm), with Hoshangabad district having the highest recharge of 196586 ham and Alirajpur district has minimum recharge of the order of 19664 ham.

5.3.4 Unaccounted Natural Discharge and Net Ground Water Availability

The total annual ground water recharge of the area is the sum of monsoon and non-monsoon recharge. An allowance of 5% of total annual ground water recharge has been kept for natural discharge in the non-monsoon season recharge is considered of WLF method is employed to compute rainfall recharge during monsoon season otherwise 10%. The balance ground water available accounts for existing net ground water availability for various uses and potential for future development. Block wise unaccounted natural discharge and net ground water availability is given in Annexure III D 1 & Annexure IV whereas district wise unaccounted natural discharge and net ground water availability is given in Table -8. Total unaccounted natural discharge in the State is of the order of 194796 ham (1.94 bcm), with Hoshangabad district having the highest discharge of 9804 ham and Alirajpur with lowest of 1385 ham. The net ground water availability in the state is 3447359 ham (34.47 bcm) with Hoshangabad district having the highest net ground water availability of 186782 ham and Alirajpur with lowest of 18279 ham.

Table- 8 District- wise dynamic ground water resource of Madhya Pradesh. S.No District Recharge Recharge Recharge Recharge Total Natural Net From Rain From Other From Rain From Other Annual Discharge Ground Fall During Sources Fall During Sources Recharge in During Non Water Monsoon During Non During Non Ham Monsoon Availability Season in Monsoon Monsoon Monsoon (4+5+6+7) Period In in Ham (8- Ham Season in Season in Season in Ham 9) Ham Ham Ham

1 2 3 4 5 6 7 8 1 ALIRAJPUR 17303.91 761.64 0.00 1599.22 19664.77 1385.62 18279.15 2 AGAR 33211 2452 0 8724 44386 2219 42167 3 ANUPUR 30420 101 5577 269 36367 1818 34549 4 ASHOKNAGAR 31436 2198 0 8283 41918 2096 39822 5 BALAGHAT 79825 4033 8005 2732 94595 5077 89518 6 BADWANI 43282.48 2592.54 0 28779.87 74654.89 3879.36 70775.53 7 BHIND 58262.08 1354.22 2332.83 14175.95 76125.08 3806.22 72318.86 8 BHOPAL 28779 4565 0 5604 38948 1947.00 37001 9 BETUL 87832.29 4914.79 15543.34 17950.96 126241.38 6569.60 119671.78 10 BURHANPUR 31137.27 1167.14 0 5827.37 38131.78 2118.41 36013.37 11 CHHATARPUR 80722.05 4192.27 0 18549.74 103464.06 4971.03 98493.03 12 CHHINDWARA 90989 3878 11903.79 12802 119572.79 6221.00 113351.79 13 DAMOH 29884.61 2032.92 0 8963.43 40880.96 2597.49 38283.47 14 DATIA 29126.08 755.83 0 6694.67 36576.58 1828.82 34747.76 15 DEWAS 65191.87 3163.86 0 14705.92 83061.65 4316.48 78745.17 16 DHAR 82177.00 5498.00 0.00 32342.00 120017.00 6799.36 113217.64 17 DINDORI 33793 122 4682.05 417 39014.05 2606.00 36408.05 18 GUNA 69841.94 4281.77 0 13680.39 87804.1 4390.33 83413.77 19 GWALIOR 51556 8152 1359 17709 78776 3939.00 74837 20 HARDA 32120 2853 0 15692 50665 2533.00 48132 21 HOSHANGABAD 124441 11000 0 61145 196586 9804.00 186782 22 INDORE 37608 7091 0 13193 57892 2895.00 54997 23 JABALPUR 58987 3628 1070 6659 70344 3521.00 66823 24 JHABUA 20865.68 792.98 0 2383.08 24041.74 1810.78 22230.96 25 KATNI 30701 1768 0 4767 37236 1851.00 35385 26 KHARGONE 63680.41 3341.48 0 66590.74 133612.63 6908.76 126703.87 27 KHANDWA 52810.07 2736.45 0 51211.66 106758.18 5692.65 101065.53 28 MANDLA 44442.5 863.23 6575.45 3858.74 55739.92 5830.00 49909.92 29 MANDSAUR 46559.88 2784.63 0 12095.16 61439.67 3071.98 58367.69 30 MORENA 49923.96 970 0 20804 71697.96 3584.00 68113.96 31 NEEMUCH 30833.06 4035.45 0 8165.63 43034.14 2151.70 40882.44 32 NARSINGHPUR 104397.95 3255.17 0 16195.49 123848.61 6235.34 117630.22 33 PANNA 41228.77 1014.41 0 5383.68 47626.86 2661.47 44965.39 34 RAISEN 76591.69 3257.56 0.00 9480.92 89330.17 4466.52 84863.65

35 RAJGARH 71944.38 4439.74 0 12575.05 88959.17 4447.96 84511.21 36 RATLAM 58567.66 5881.47 0.00 20690.64 85139.77 4257.00 80882.77 37 REWA 46107.2 2699.16 1439.82 12228.54 62474.72 3431.58 59043.14 38 SATNA 45101.95 3168.33 3467.63 12970.38 64708.29 3289.04 61419.25 39 SAGAR 91016.00 3616.40 0.00 14760.87 109393.27 5947.00 103446.27 40 SEHORE 58466.39 3656.46 0 12451.74 74574.59 3729.73 70844.86 41 SEONI 67485.00 1761.00 3520.70 5865.00 78631.70 4240.00 74391.70 42 SHAHDOL 47145.5 245.02 7371.51 1030.88 55792.91 3064.50 52728.41 43 SHAJAPUR 46005.31 2920.61 0.00 9661.50 58587.42 2929.38 55658.04 44 SHEOPUR 33569.28 781.99 0 18725.66 53076.93 4755.28 48321.65 45 SHIVPURI 60904.53 3342.89 0 13694.96 77942.38 4491.02 73451.36 46 SIDHI 27743.10 838.69 3545.53 1960.96 34088.28 1828.80 32259.48 47 SINGRAULI 36463.69 722.85 0 2228.05 39414.59 2182.55 37232.04 48 TIKAMGARH 39812.81 3058.72 0 11114.48 53986.01 2699.30 51286.71 49 UMARIA 40067 377 5916.66 948.4 47309.06 2498.50 44810.56 50 UJJAIN 71197.3 4816.38 0 18792.33 94806.01 4740.31 90065.7 51 VIDISHA 78864.50 2598.18 0.00 11755.17 93217.85 4660.90 88556.95

State Total in Ham 2710423.36 150532.24 82310.89 698889.15 3642155.64 194796.04 3447359.60

State Total in BCM 27.10 1.51 0.82 6.99 36.42 1.95 34.47

5.3.5 Ground Water Draft for Various Uses

Ground water draft for various uses has been calculated separately for command and non-command areas. Details of block-wise groundwater draft for various uses are given in Annexure – III D – 1 & Annexure - V. District-wise ground water draft figures are also compiled and given in Table – 9 Total draft of ground water for all uses in state is calculated as 1887866 ham (18.87 bcm). From the Table-9, it is seen that maximum ground water drawl for all uses is 102423 ham in Ratlam district and minimum draft of ground water for all uses is 2754 ham in Annupur district at eastern part of Madhya Pradesh. Comparison of ground water draft for various uses reveals that draft for irrigation accounts for more than 92% of total ground water draft, where as draft for domestic & industrial supply accounts for meager 8% of the total ground water draft in the state.

Table-9 District -wise Ground Water Draft for Various Uses and Stage of Ground Water Development District Net Ground Existing Existing Existing Existing Allocatio Net Stage of Water Gross Gross Gross Gross n For Ground Ground Availability in Ground Ground Ground Ground Domestic Water Water Ham Water Draft Water Water Water & Availability Development for Draft for Draft for Draft for Industrial for Future in % Irrigation in Industrial Domestic All Uses in Water Irrigation ({(13/10)*100} Ham Water Water Ham Supply in Development Supply in Supply in (11+12) Ham in Ham (10- Ham Ham 11-14)

1 2 3 4 5 6 7 8 9

ALIRAJPUR 18279.15 5781.41 366.91 2079.22 8227.54 2374.84 9755.99 45.01 AGAR 42166.88 37652.02 224.62 1272.86 39149.51 1746.16 5474.8 92.84 ANUPUR 34549.47 1307 217.2 1230.1 2754.3 1469 31556.27 7.97 ASHOKNAGAR 39821.99 20075.63 268.52 1521.72 21865.91 1907.83 17570.01 54.91 BALAGHAT 89518.11 11760.05 529.34 2999.6 15288.99 3986 73242.72 17.08 BADWANI 70775.53 35659.06 500.06 2834.03 38993.26 3620.9 31065.78 55.09 BHIND 72318.86 23214.79 421.8 2390.16 26026.74 3480.21 45202.07 35.99 BHOPAL 37001.00 23462 373.95 2119.05 25955 2493 10672.05 70.15 BETUL 119671.78 65907.71 461.83 2617.11 68986.65 3380.83 49921.41 57.65 BURHANPUR 36013.37 22765.41 215.58 1221.61 24202.60 1590.32 11442.06 67.20 CHHATARPUR 98493.03 57599.72 476.08 2697.88 60773.92 3499.38 36917.85 61.7 CHHINDWARA 113351.79 58651 588.6 3335.4 62575 4272 49840.19 55.2 DAMOH 38283.47 19581.66 404.65 2293.01 22279.32 3113.47 15183.68 58.2 DATIA 34747.76 12584.03 205.67 1165.41 13955.1 1454.96 20503.11 40.16 DEWAS 78745.17 62446.51 581.86 3297.23 66325.6 4119.22 14017.33 84.23 DHAR 113217.64 73000.19 748.25 4240.13 77988.57 5934.85 40215.12 68.88 DINDORI 36408.05 2076 244.95 1388.05 3709 1908 32179.1 10.19 GUNA 83413.77 43898.77 333.91 1892.13 46124.79 2672.3 36508.81 55.3 GWALIOR 74837.00 18890.59 518.64 2938.95 22348.18 4202 51225.77 29.86 HARDA 48132.00 13795 166.05 940.95 14902 1199 32971.95 30.96 HOSHANGABAD 186782.00 39817 279.45 1583.55 41680 2277 144408.55 22.31 INDORE 54997.00 57544 989.55 5607.05 64140.6 7098 3143.9 116.63 JABALPUR 66823.00 25607 415.95 2357.05 28380 2980 37820.05 42.47 JHABUA 22230.96 10039.47 402.42 2280.37 12722.26 2870.1 8918.97 57.23 KATNI 35385.00 13957 376.05 2130.95 16464 3318 17733.95 46.53 KHARGONE 126703.87 42281.12 574.61 3329.53 46185.25 4547.21 79300.94 36.45 KHANDWA 101065.53 40713.16 397.6 2253.06 43364.22 3334.75 56620.02 42.91 MANDLA 49909.92 6430 365.62 2071.73 8867.3 2835.61 40278.74 17.77 MANDSAUR 58367.69 57087.86 473.52 2683.32 60244.7 3660.06 1695.81 103.22 MORENA 68113.96 19604 693 3927 24224 9536 38280.96 35.56 NEEMUCH 40882.44 34006.48 261.32 1480.74 35748.54 1876.26 4738.38 87.44 NARSINGHPUR 117630.22 72389.65 316.81 1795.29 74501.75 2232.21 42674.6 63.34 PANNA 44965.39 14260.46 322.06 1828.33 16410.86 2721.23 27661.64 36.5 RAISEN 84863.65 40757.16 545.87 3093.26 44396.28 3835.69 39724.94 52.31 RAJGARH 84511.21 66974.15 534.83 3030.71 70539.68 3666.63 13335.61 83.47 RATLAM 80882.77 99287.20 461.38 2674.57 102423.17 4613.04 2764.16 126.63 REWA 59043.14 21734.56 727.22 4120.86 26582.62 4663.29 31918.09 45.02 SATNA 61419.25 37639.10 633.16 3587.91 41860.17 4676.97 18470.02 68.15 SAGAR 103446.27 56953.05 504.39 2858.31 60315.75 4987.42 41001.42 58.31 SEHORE 70844.86 41495.49 355.45 2014.24 43865.18 2813.85 26180.07 61.92 SEONI 74391.70 25682.00 448.05 2538.95 28669.00 3195.00 45066.65 38.54 SHAHDOL 52728.41 2681.56 312.24 1769.24 4763 2182.44 47552.21 9.03 SHAJAPUR 55658.04 55071.97 298.77 1690.29 57061.03 2117.11 3557.82 102.52

SHEOPUR 48321.65 15637.03 260.9 1478.41 17376.34 1654.47 30769.25 35.96 SHIVPURI 73451.36 47078.63 552.62 3200.39 50831.63 4098.21 21721.9 69.2 SIDHI 32259.48 6948.3 377.37 2138.36 9464 2632.73 22301.11 29.34 SINGRAULI 37232.04 8283.15 328.47 1861.29 10472.9 2052.44 26567.99 28.13 TIKAMGARH 51286.71 33793.39 542.92 3077.04 37413.48 5606.97 11343.43 72.95 UMARIA 44810.56 4059.1 205.01 1161.7 5425.8 1426.4 39120.06 12.11 UJJAIN 90065.70 85334.3 486.23 2755.35 88575.88 6368.19 9098.41 98.35 VIDISHA 88556.95 49331.56 469.93 2662.58 52464.67 3803.35 34952.11 59.24

State Total in Ham 3447359.60 1742587.45 21761.24 123516.03 1887866.04 172104.90 1510906.01 54.76

State Total in BCM 34.47 17.43 0.22 1.24 18.88 1.72 15.10 54.76

5.3.6 Stage of Ground Water Development and Categorization of Blocks

The distributions of various categorized blocks are shown in the Figure-7. 240 blocks are falling under safe category, 44 blocks are falling in semi-critical category, 7 blocks of in critical category, and 22 blocks of the state are categorized as over-exploited. List of safe, semi-critical, critical and over-exploited area is given in Table-10 and in annexure III E and III F. Almost all over-exploited blocks are falling in western part of Madhya Pradesh, which is known as “MALWA AREA” where ground water draft has increased many folds during past decades. District wise analysis of data of ground water availability and annual ground water drafts indicate that four districts namely Indore Mandsaur, Ratlam & Shajapur are districts where stage of ground water development is more than 100% as a whole. The stage of development of the State is 54.82 %.

Table – 10 List of Safe, Semi-Critical, Critical and Over Exploited Blocks in Madhya Pradesh Block/Mandal/Taluk S. District No. Over- Poor Critical Semi-critical Safe exploited Quality 1.Alirajpur 2.Bhabra 3.Jobat 1 Alirajpur - - - - 4.Kathiawada 5.Sondwa 6.Udaygarh 1.Nalkhera - 1.Barod 1.Agar 2 Agar 2.Susner 1.Anuppur 2.Jaitahri 3 Anupur - - - - 3.Kotma 4.Pusprajgarh 1.Ashoknagar 2.Chanderi 4 Asoknagar - - - - 3.Ishagarh 4.Mungawali

1.Baiher 2.Balaghat 3. Birsa 4.Katangi 5.Khairilangi 5 Balaghat - - - - 6.Lalburra 7.Kirnapur 8.Langi 9.Paraswada 10. Waraseon 1. - 1.Rajpur 1.Barwani Panesmal 2. Niwali 6 Barwani 3.Pati - 4.Sendhwa 5.Thikari 1.Ater 2.Bhind 3.Gohad 7 Bhind - - - - 4.Lahar 5.Mehgaon 6.Ron 8 Bhopal - - 1.Phanda 1.Berasia - 1. Betul 1.Amla 2. Multai 2.Athner 3.Bhainsdehi 4.Bhimpur 9 Betul - - - 5.Chincholi 6 Ghoradongri 7. P. Pattan 8.Shahpur 1. Burhanpur 10 Burhanpur - - - - 2.Khaknar 1.Buxwaha 1.Badamalhara 2.Chhatarpur 2.Bijawar 11 Chhatarpur - - 3.Nowgaon 3.Gourihar - 4 Loundi 5.Rajnagar 1.Chindwara 1.Amarwara 2.Pandhurna 2.Bichhua 3.Chourai 4.Harrai 12 Chhindwara - - 5.Jamai - 6.Mohkhed 7.Sausar 8.Parasia 9. Tamia 1.Bhander 13 Datia - - - 2.Datia 3.Seondh 1.Batiyagarh 1.Hatta 2.Patheriya 2.Damoh 14 Damoh - - 3.Jabera - 4.Patera 5.Tendukhera 1.Bagli 1.Dewas 15 Dewas - 1.Khategaon 2. Kannod - 2.Sonkutch 3.Tonkkhurd

1.Badnawar 1.Tirla 1.Bagh 2.Dhar 2. Dahi 3.Nalcha 3.Dharampuri 4.Gandhwani 16 Dhar - 5.Kukshi - 6.Manawar 7.Nisarpur 8.Sardarpur 9.Umraban 1.Amerpur 2.Bajag 3.Dindori 17 Dindori - - - 4.Karanjia - 5.Mahdwani 6.Samnapur 7.Shahpura 1.Aron 2.Bamori 18 Guna - - - 3.Chachoda - 4.Guna 5.Raghogarh 1.Bhitarwar 2.Dabra 19 Gwalior - - - 3.Ghatigaon 4.Morar 1.Harda 20 Harda - - - 2.Khirkiya - 3.Timarni 1.Babai 2.Bankhedi 3.Hoshangabad 21 Hoshangabad - - - 4.Kesla - 5.Pipariya 6.SeoniMalwa 7.Sohagpur 1.Depalpur 22 Indore 2.Indore - 1.Mhow - - 3.Sanwer 1.Bargi 2.Kundam 3.Majholi 23 Jabalpur - - - 4.Panagar - 5.Patan. 6.Shahpur 7.Sihora 1.Jhabua 2.Meghnagar 3.Petlawad 24 Jhabua - - - - 4.Ranapur 5.Rama 6.Thandla 1.Badwara 2.Bohariband 3.Dhimar Khurd 25 Katni - - - 4.Murwara - (Katni) 5.Rithi 6.Vijayraghogarh

1.Khargone 1.Barwaha 2.Bhagwanpura 3.Bhikangaon 4.Kasrawad 26 Khargone - - - 5.Mahashwar 6.Segaon 7.Zirniya 8.Gogawan 1.Baldi 2.Harsud 1.Chhegaon 3.Khalwa 27 Khandwa - - - makhan 4.Khandwa 5.Pandhana 6.Punasa 1.Bichhiya 2.Bijadnndi 3.Ghughri 4.Mandla 28 Mandla - - - 5.Mawai - 6.Mohgaon 7.Nainpur 8.Narayanganj 9.Niwas

1.Mandsaur 1.Bhanpura 29 Mandsaur 1.Garoth - - 2.Sitamau 2.Malahargarh

1.Ambah 2.Joura 3.Kailaras 30 Morena - - - 4.Morena - 5.Pahadgarh 6.Porsa 7.Sabalgarh 1.Jawad 1.Manasa 31 Neemuch - 2.Neemuch - - 1.ChanwarPatha 2.Chichli 3.Gotegaon 32 Narsinghpur - - - - 4.Kareli 5.Narsinghpur 6.Saikheda 1.Ajaygarh 2.Gonour 33 Panna - - - 3.Panna - 4.Pawai 5.Shahnagar 1.Obedulla Ganj 1.Badi 2.Sanchi 2.Begam Ganj 34 Raisen - - 3.Gairatganj - 4.Silwan 5.Udaipura 1.Narsingh 1.Biora 1.Rajgarh garh 2. Khilchipur 35 Rajgarh - 2.Sarangpur 3. Zeerapur -

1.Alote 2.Jaora 1.Bajna 36 Ratlam - - - 3.Piploda 2.Sailana 4.Ratlam

1. Gangao 2.Hanumanna 3.Jawa 4.Mauganj 37 Rewa - - - 5.Naigarhi - 6.Raipur 7.Rewa 8.Sirmour 9.Teonthar

1.Maihar 1.Amarpatan 2. Rampur 2.Majhgawan 38 Satna - - Baghelon 3. Nagod - 3.Sohawal 4.Ramnagar 5.Uchera 1.Banda 1.Bina 2.Deori 3.Jaisinagar 4.Kesli 5.Khurai 39 Sagar - - 6.Malthone - 7.Rahatgarh 8.Rehli 9.Shahgarh 10.Sagar

1.Ashta 1.Budhni 2.Ichawar 40 Sehore - - 3.Nasrulla Ganj - 4.Sehore

1.Barghat 2.Chhapara 3.Dhanora 4.Ghansore 41 Seoni - - - - 5.Keolari 6.kurai 7.Lakhnadon 8.Seoni 1.Beohari 2.Burhar 42 Shahdol - - - 3.Goparu - 4.Jaisinghnagar 5.Sohagpur 1.Mohan 1. Kalapipal 1.Shajapur 43 Shajapur Berodia - - 2.Shujalpur 1 .Karhal 44 Sheopur - - - 2.Sheopur - 3.Vijaypur 1.Badarwas 1.Kolaras 2.Khanniyadhana 2.Karera 45 Shivpuri - - - 3.Narwar 3.Pohri 4.Pichor 4.Shivpuri 1.Kusmi 2.Mahjholi 46 Sidhi - - - 3.RampurNaikin - 4.Sidhi 5.Sihawal 1.Chitrangi 47 Singrauli - - - 2. Deosar - 3. Waidhan

1.Baldeogarh 1.Prathivipur 2.Jatarah 48 Tikamgarh - - 3.Niwari - 4.Palera 5.Tikamgarh 1.Karkeli 49 Umaria - - - 2.Manpur - 3.Pali 1.Badnagar 1. Khachrod 50 Ujjain 2.Ghatia - 2.Mahidpur - - 3.Ujjain 3.Tarana 1.Basoda 2.Gyraspur 3.Kurwai 51 Vidisha - - - 4.Lateri - 5.Nateran 6.Sironj 7.Vidisha

5.3.7 Ground Water Available for Future Irrigation and Irrigations Potential Block-wise balance ground water for future irrigation potential is determined for all 313 blocks of Madhya Pradesh by deducting ground water draft for irrigation and allocation for year 2025 for drinking and industrial water supply from net ground water availability. Block-wise, data of Ground Water Available for irrigation is given in Annexure- III D -1 Contd& Annexure V and district wise irrigation potential are shown in Table-. 9. From Table-9, it is seen that in Madhya Pradesh 1510906.01ham (15.10 bcm) ground water is estimated to be available for future irrigation, Four districts namely Indore Mandsaur, Ratlam & Shajapur as whole fall under “Over Exploited” Category during the assessment year.

Figure 7 Ground Water Developments In Madhya Pradesh

5.4 Spatial Variation of the Ground Water Recharge, Development Scenario and Comparison with Base Year 2012/13

For comparison of ground water resources data computed using GEC’2015 analysis of district wise figures is made for year 2012/13 & 2016/17, which is given in Table-12. Total recharge from rainfall in the State is of the order of 2792733 ham (27.92 bcm) with Hoshangabad district having the highest recharge of 124411 ham and Alirajpur district has minimum recharge of the order of 17303 ham. Component of recharge from other sources is highest in Hoshangabad district (72145 ham) followed by Dhar district (37840 ham) where maximum canal irrigation facility is available. Lowest value of recharge from other source is recorded in Annupur (370 ham) and Dindori (539 ham) being tribal districts where use of ground water as well surface water for irrigation purpose is very low. Total recharge from rainfall is 2792733 ham, (27.92 bcm) whereas from other sources is 849421 ham (8.49 bcm).

Total unaccounted natural discharge in the State is of the order of 194796 ham (1.94 bcm), with Hoshangabad district having the highest discharge of 9804 ham and Alirajpur with lowest of 1385 ham. The net ground water availability in the state is 3447359 ham (34.47 bcm) with Hoshangabad district having the highest net ground water availability of 186782 ham and Alirajpur with lowest of 18279 ham.

Total draft of ground water for all uses in state is calculated as 1887866 ham (18.87 bcm). From the Table-9, it is seen that maximum ground water drawl for all uses is 102423 ham in Ratlam district and minimum draft of ground water for all uses is 2754 ham in Annupur district at eastern part of Madhya Pradesh. Comparison of ground water draft for various uses reveals that draft for irrigation accounts for more than 92% of total ground water draft, where as draft for domestic & industrial supply accounts for meager 8% of the total ground water draft in the state.

Out of total 313 blocks, 240 blocks are falling under safe category, 44 blocks are falling in semi-critical category, 7 blocks of in critical category, and 22 blocks of the state are categorized as over-exploited. List of safe, semi-critical, critical and over-exploited area is given in Table-10 and in annexure III E and III F. Almost all over-exploited blocks are falling in western part of Madhya Pradesh, which is known as “MALWA AREA” where ground water draft has increased many folds during past decades. District wise analysis of data of ground water availability and annual ground water drafts indicate that four districts namely Indore Mandsaur, Ratlam & Shajapur are districts where stage of ground water development is more than 100% as a whole. The stage of development of the State is 54.76 %.

The net ground water availability in the state computed in 2012/13 was 3415884 ham which is almost same as compared to current data of 3447359 ham. In general, the reasons for changes are attributed to increase in recharge because of localized improvement in rainfall pattern, increased in activity on rainwater harvesting and water conservation measures etc. In addition, management practices like efficient water use practices with community participation, increased awareness etc. also helped in improving water use efficiency of ground water resources in stressed areas. In majority of the cases, it is the combination of the above mentioned reasons which have brought in the changes in category.

Though total draft of ground water for all uses in state is decreased by 2.39% whereas stage of ground water development has reached to 54.76% as compared to 56.68% in assessment year 2012/13. In the assessment year-2012/13, 228 blocks falling in safe category has increased to 240 in 2016/17, 58 blocks falling in semi-critical category has decreased to 44 in 2016/17, 02 blocks falling in Critical category has increased to 07 in 2016/17 whereas blocks under over- exploited category has decreased as 25 in the year 2012/13 reached to 22 in the assessment year 2016/17. The ground water resources of the individual block /assessment unit show wide variation in the resource available and stage of ground water development. In Madhya Pradesh, the ground water development concentrates mainly in the western (Malwa Region), Central (Narsinghpur districts), Bundelkhand Region and part of Bagkhelkhand Region of the State. The other part of the state has very low development of ground water. Twelve districts in the state have stage of development between 60% and 90 %, whereas Two district has stage of ground water development 90 to 100 %. The Indore (116.63%), Mandsaur (103.22%), Ratlam (126.63%) and Shajapur (102.52%) districts reached at highest ground water development and Anuppur with 7.87% of development is lowest developed district in state. The overall development of Madhya Pradesh in ground water point of view is 54.76 %, which is moderate. District-wise ground water resource scenario is described below.

Table: 12 District -wise Balance of ground water for future and stage of development

Current Balance of Net Ground Water Gross Ground Water Ground Water Stage of Ground water S. No. District Available (ham) Draft (ham) Resources (ham) Development (%) 2012/13 2016/17 2012/13 2016/17 2012/13 2016/17 2012/13 2016/17 1 Agar 44638 42166.88 38580 39149.51 6058 3017.37 86 92.84 2 Alirajpur 20390 18279.15 6964 8227.54 13426 10051.61 34 45.01 3 Annupur 37523 34549.47 2332 2754.30 35191 31795.17 6 7.97 4 Ashoknagar 41656 39821.99 21145 21865.91 20511 17956.08 51 54.91 5 Balaghat 93112 89518.11 14039 15288.99 79073 74229.12 15 17.08 6 Barwani 42091 70775.53 34358 38993.26 7733 31782.27 82 55.09 7 Betul 114926 119671.78 66472 68986.65 48454 50685.13 58 57.65 8 Bhind 62810 72318.86 26584 26026.74 36226 46292.12 42 35.99 9 Bhopal 37591 37001.00 27764 25955.00 9827 11046.00 74 70.15 10 Burhanpur 32353 36013.37 25673 24202.60 6680 11810.77 79 67.20 11 Chhatarpur 79507 98493.03 50022 60773.92 29485 37719.11 63 61.70 12 Chhindwara 126696 113351.79 72077 62575.00 54619 50776.79 57 55.20 13 Damoh 39204 38283.47 25075 22279.32 14129 16004.15 64 58.20 14 Datia 35925 34747.76 16637 13955.10 19288 20792.66 46 40.16 15 Dewas 84331 78745.17 71944 66325.60 12387 12419.57 85 84.23 16 Dhar 104072 113217.64 84659 77988.57 19413 35229.07 81 68.88 17 Dindori 42673 36408.05 2748 3709.00 39925 32699.05 6 10.19

18 Guna 76618 83413.77 41318 46124.79 35300 37288.98 54 55.3 19 Gwalior 55856 74837.00 21297 22348.18 34559 52488.82 38 29.86 20 Harda 53687 48132.00 15166 14902.00 38521 33230.00 28 30.96 21 Hoshangabad 208322 186782.00 42311 41680.00 166011 145102.00 20 22.31 22 Indore 58723 54997.00 68886 64140.60 0 0 117 116.63 23 Jabalpur 60202 66823.00 29491 28380.00 30711 38443.00 49 42.47 24 Jhabua 23576 22230.96 11543 12722.26 12033 9508.70 49 57.23 25 Katni 39823 35385.00 16251 16464.00 23572 18921.00 41 46.53 26 Khandwa 78596 101065.53 51625 43364.22 26971 57701.31 66 42.01 27 Khargone 71614 126703.87 52525 46185.25 19089 80518.62 73 36.45 28 Mandla 57947 49909.92 8496 8867.30 49451 41042.62 15 17.77 29 Mandsaur 57113 58367.69 57122 60244.70 0 0 100 103.22 30 Morena 61599 68113.96 24097 24224.00 37502 43889.96 39 35.56 31 Narsinghpur 125309 117630.22 83649 74501.75 41660 43128.47 67 63.34 32 Neemuch 41063 40882.44 34221 35748.54 6842 5133.90 83 87.44 33 Panna 54458 44965.39 15242 16410.86 39216 28554.53 28 36.50 34 Raisen 89738 84863.65 40859 44396.28 48879 40467.37 46 52.31 35 Rajgarh 93762 84511.21 74695 70539.68 19067 13971.53 80 83.47 36 Ratlam 77150 80882.77 98249 102423.17 0 0 127.35 126.63 37 Rewa 59543 59043.14 30119 26582.62 27877 32460.52 50.58 45.02 38 Sagar 121288 103446.27 73611 60315.75 47677 43130.52 61 58.31 39 Satna 61381 61419.25 44458 41860.17 16923 19559.08 72 68.15 40 Sehore 82246 70844.86 53375 43865.18 28871 26979.68 65 61.92 41 Seoni 77868 74391.7 23650 28669.00 54218 45722.70 30 38.54 42 Shahdol 64267 52728.41 4528 4763.00 59739 47965.41 7 9.03 43 Shajapur 58833 55658.04 59801 57061.03 0 0 102 102.52 44 Sheopur 42064 48321.65 15352 17376.34 26712 30945.31 37 35.96 45 Shivpuri 74287 73451.36 51698 50831.63 22589 22619.73 70 69.20 46 Sidhi 32667 32259.48 9821 9464.00 22846 22795.48 30 29.34 47 Singrauli 35237 37232.04 11216 10472.90 24021 26759.14 32 28.13 48 Tikamgarh 52172 51286.71 38059 37413.48 14113 13873.23 73 72.95 49 Ujjain 96267 90065.70 90244 88575.88 6023 1489.82 94 98.35 50 Umaria 46214 44810.56 5244 5425.80 40970 39384.76 11 12.11 51 Vidisha 84577 88556.95 49761 52464.67 34816 36092.28 59 59.24

TOTAL (ham) 3415884 3447359 1936160 1887866 1479724 1559493 56.68 54.76 TOTAL (bcm) 34.16 34.47 19.36 18.87 14.8 15.59 56.68 54.76

ALIRAJPUR Alirajpur district is underlain by Archaeans granite-gneisses,phyllite Basaltic lava flows of Deccan trap and Bagh Bed. Dynamic Ground water resources of the district have been estimated for base year-2016/17, on block wise basis. Out of 331840 ha of geographical area, 305540 ha ( 92%) is ground water recharge worthy area and 26,400 ha (8%) is hilly area. There are six number of assessment units (block) in the district which fall under non-command category, there

49 are no major irrigation projects in the district, and medium irrigation project for irrigation. All blocks of the district are categorized as safe blocks, and highest stage of ground water development is computed as 66.89% for Bhabra Block. The net ground water availability in the district is 18279 ham and ground water draft for all uses is 8227 ham, making stage of ground water development 45.01% (34% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 9755.09 ham.

AGAR

Agar district is underlain by mainly Basaltic lava flows of Deccan trap. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 272193 ha of geographical area, 251576 ha (92%) is ground water recharge worthy area and 20617 ha (8%) is hilly area. There are four number of assessment units (block) in the district out of which non command area of Agar (Semi-Critical in 2012/13) & Barod (Semi Critical in 2012/13) blocks falls under Semi Critical category and Nalkhera (Over Exploited in 2012/13) & Susner (Over Exploited in 2012/13) fall in over exploited category. The highest stage of ground water development is computed as 118 % in Nalkhera block. The net ground water availability in the district is 42167 ham and ground water draft for all uses is 39149 ham, making stage of ground water development 92.84% (86% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 5474 ham.

ANUPPUR Anuppur district is underlain by Archaeans granite-gneisses, Gondwanas sandstone-clays, Lametas and Deccan trap basalts. Dynamic ground water resources of Anuppur district have been estimated for base year -2016/17, on block- wise basis. Out of 372400 ha of geographical area, 294200 ha (79%) is ground water recharge worthy area and 78,200 ha (21%) is hilly area. There are four number of assessment units (block) in the district which fall under non-command sub-unit, as there are no major & medium irrigation projects in the district. All blocks of the district are categorized as safe blocks, and highest stage of ground water development is computed as 13.40% for Jaitahri Block. The net ground water availability in the district is 34549 ham and ground water draft for all uses is 2754 ham, making stage of ground water development 7.97% (6 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 31556 ham.

ASHOKNAGAR Ashoknagar district is underlain by Deccan trap basalts, Vindhyan sandstone and Archaeans granite-gneisses. Dynamic Ground water resources of the district have been estimated for base year -2016/17, on block- wise basis. Out of 4,67,394 ha of geographical area, 4, 62,244 (98%) ha is ground water recharge worthy area and 5,150 (2%) is hilly area. There are four numbers of assessment units (block) in the district having command area (4.46 %) and non-command area (95.54%). All blocks of the district are categorized as safe blocks, and highest stage of ground water development is computed as 67.06% in Ishagarh block. The net ground water availability in the district is 39822 ham and ground water draft for all uses is 21865 ham, making stage of ground water development 54.91% (51% in 2012/13) as a whole for district. After making

50 allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 17570 ham.

BALAGHAT Balaghat district is underlain by Archaeans granite, gneisses and phyllites. Dynamic Ground water resources of the district have been estimated for base year -2016/17, on block wise basis. Out of 922900 ha of geographical area, 891793 ha (97 %) is ground water recharge worthy area and 31107 ha (3%) is hilly area. There are ten numbers of assessment units (block) in the district which fall under command (11%) and non-command (89%) sub units. All blocks of the district are categorized as safe blocks, and highest stage of ground water development is computed as 35.30 % for Katangi Block. The net ground water availability in the district is 89518 ham and ground water draft for all uses is 15289 ham, making stage of ground water development 17.08% (15 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 73242 ham.

BARWANI Barwani district is underlain by, Basaltic lava flows of Deccan trap. Dynamic ground water resources of the district have been estimated for base year-2016/17, on block-wise basis. Out of 5,42,200 ha of geographical area, 3,66,831 ( 68%) ha is ground water recharge worthy area and 1,75,369 ha (32%) is hilly area. There are seven number of assessment units (block) in the district which fall under command and non-command sub-unit. Barwani, Niwali, Pati, Thikari and Sendhwa blocks of the district are categorized as safe blocks, Rajpur as semi critical, and Pansemal as over exploited with highest stage of ground water development which is computed as 100.03%. The net ground water availability in the district is 70775ham and ground water draft for all uses is 38993ham, making Stage of Ground water development 55.09% (82 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 31065ham.

BETUL Betul district is underlain by Archaeans granite-gneisses, Gondwanas sandstone-clays, Lametas and Deccan trap basalts. Dynamic ground water resources of the district have been estimated for base year -2016/17, on block-wise basis. Out of 10,04,300 ha of geographical area, 8,56,450 ha (85%) is ground water recharge worthy area and 1,47,850 ha (15%) is hilly area. There are ten numbers of assessment units (block) in the district which fall under command (3.41 %) and non-command (96.59%) sub units. All blocks of the district are categorized as safe blocks except Betul and Multa block. Multai block having highest stage of ground water development which is computed as 83.30% and categorized as Semi Critical. The net ground water availability in the district is 119671.78 ham and ground water draft for all uses is 68986 ham, making stage of ground water development 57.65% (22% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 49921ham.

BHIND Bhind district is characterized by alluvial formation,Vindhyan Formation, and Gwalior Series. Dynamic Ground water resources of the district have been estimated for base year -2016/17, on

51 block-wise basis. Out of 4,45,900 ha of geographical area, 445900 ha (100%) is ground water recharge worthy area . There are six numbers of assessment units (block) in the district which fall under command (40%) and non-command (60%) sub units. All blocks of the district are categorized as safe blocks, and highest stage of ground water development is computed as 45.63% for Ater Block. The net ground water availability in the district 72318.86 ham and ground water draft for all uses is 26026.74 ham, making stage of ground water development 35.99% (42% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 45202.07 ham.

BHOPAL Bhopal district is underlain by Deccan trap basalts and Vindhyan sandstone. Dynamic dround water resources of the district have been estimated for base year -2016/17, on block wise basis. Out of 2,77,237 ha of geographical area, 2,64,800 ha (96%) is ground water recharge worthy area and 12,437 ha (4%) is hilly area. There are two number of assessment units (block) in the district which fall under non-command sub unit. Berasia block of the district is categorized as safe block (same in 2012/13) and highest stage of ground water development is computed as 71.71% for Phanda Block as Semi critical (same in 2012/13). The net ground water availability in the district is 37001 ham and ground water draft for all uses is 25955 ham, making stage of Ground water development 70.15% (74% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 10672 ham.

BURHANPUR Burhanpur district is underlain by, Basaltic lava flows of Deccan trap and Tapi alluvium. Dynamic Ground water resources of the district have been estimated for base year -2016/17, on block-wise basis. Out of 3,23,300 ha of geographical area, 2,57,050 ha ( 80%) is ground water recharge worthy area and 66,250 ha (20%) is hilly area. There are two number of assessment units (block) in the district which fall under command (4%) and non-command (96%) sub units. Khaknar block of the district is categorized as safe blocks and Burhanpur also safe (semi critical in 2012/13) with highest stage of ground water development is computed as 67.48%. The net ground water availability in the district is 36013.37 ham and ground water draft for all uses is 24202.60 ham, making stage of ground water development 67.20% (79% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 11442.06 ham.

CHHATARPUR About 65% of the district is occupied by Bundelkhand granite in northern & north central part with a thin soil cover. The exposure of Bijawars triangular in shape and constitute about 15% of the south eastern part of the district. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 868736 ha of geographical area, 790434 ha (91%) is ground water recharge worthy area and 78302 ha (9%) is hilly area. There are eight number of assessment units (block) in the district which fall under non-command (86%) and command (14%) sub units. Badamalhara (semi critical in 2012/13), Bijawar, Gaurihar, Loundi and Rajnagar (semi critical in 2012/13) blocks are in safe. Buxwaha, Chhatarpur and

Nowgaon are under semi critical. Highest stage of ground water development is computed as 77.60% for Nowgaon Block. The net ground water availability in the district 98493.03 ham and ground water draft for all uses is 60773.92 ham, making stage of ground water development 61.70% (63% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 36917.85 ham.

CHHINDWARA Chhindwara district is underlain by Deccan trap basalts Archaeans granite-gneisses and Gondwanas sandstone-clays. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 1181500 ha of geographical area, 884777 ha (75%) is ground water recharge worthy area and 296723 ha (25%) is hilly area. There are eleven number of assessment units (block) in the district which fall under non-command (99 %) and command (1 % Morkhed and Sauser) sub units. Amarwara, Bichhua, Chourai, Harrai, Jamai, Mohkhed, Sausar, Parasia and Tamia blocks of the district are categorized as safe blocks, Chindwara (Same in 2012/13) is semi critical with highest stage of ground water development is computed as 88.50% and Pandhurna (Safe in 2012/13) is also fall under semi critical category. The net ground water availability in the district is 113351.79 ham and ground water draft for all uses is 62575 ham, making stage of ground water development 55.20% (57% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 49840.19ham.

DAMOH Damoh district is underlain mainly by Vindhyan Shale, Limestone and Sandstone. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 730600 ha of geographical area, 474619 ha (65%) is ground water recharge worthy area and 255981 ha (35%) is hilly area. There are seven number of assessment units (block) in the district which fall under non-command (88 %) and command (12% ) sub units. Damoh, Hatta (semi critical in 2012/13), Jabera, Patera and Tedukheda blocks of the district are categorized as safe blocks, Batiyagarh (safe in 2012/13) and Pathariya as semi critical (same in 2012/13). The highest stage of ground water development is computed as 81.83% in Pathariya block. The net ground water availability in the district is 38283.47 ham and ground water draft for all uses is 22279.32ham, making stage of ground water development 58.20% (64 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 15183.68ham.

DATIA Datia district is characterized by alluvial formation,and Bundelkhand granite gneiss, and Gwalior Series Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 269100 ha of geographical area, 266200 ha (99%) is ground water recharge worthy area and 2900 (1%) is hilly area. There are three numbers of assessment units (block) in the district which fall under command (49%) and non-command (51%) sub units. All blocks of the district are categorized as safe blocks with highest stage of ground water development of 47.56% in Seondha block. The net ground water availability in the district 34747.76 ham and ground water draft for all uses is 13955ham, making stage of ground water development 40.16% (46 % in 2012/13) as a whole for district. After making allocation

53 for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 20503.11ham.

DEWAS Dewas district is underlain by Deccan trap basalts, Archaeans granite-gneisses and Vindhyan sandstone. Dynamic ground water resources of the district have been estimated for base year - 2016/17 on block-wise basis. Out 702084 ha of geographical area, 577082 ha (79 %) is ground water recharge worthy area and 125002 ha (21%) is hilly area. There are six number of assessment units (block) in the district which fall under non-command (97 %) and command (3% Bagli and Kannod) sub units. Bagli, Kannod and Tonkkhurd blocks of the district are categorized as safe blocks. Kategaon block of the district is categorized as semi critical block (same in 2012/13), Dewas and Sonkatch (same in 2012/13) blocks as over exploited with highest stage of ground water development of 116.25% in Sonkach block. The net ground water availability in the district is 78745.17 ham and ground water draft for all uses is 66325.60ham, making stage of ground water development 84.23% (85 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 14017.33ham.

DHAR Dhar district is underlain by mainly Basaltic lava flows of Deccan trap Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 815300 ha of geographical area, 812640 ha (almost 100%) is ground water recharge worthy area and 2660 ha (less than 1%) is hilly area. There are thirteen number of assessment units (block) in the district which fall under non-command (82 %) and command (18 %) sub units. Bagh, Dahi, Dharampuri (over exploited in 2012/13), Gandhwani, Kukshi, Manawar (semi critical in 2012/13), Nisarpur, Sardarpur and Umraban blocks of the district are categorized as safe blocks. Tirla are categorized as semi critical (same in 2012/13) and Badnawar, Dhar and Nalchha are categorized as over exploited (same in 2012/13) with highest stage of ground water development is computed as 136.00 % in Dhar block. The net ground water availability in the district is 113217.64ham and ground water draft for all uses is 77988.57ham, making stage of ground water development 68.88% (81 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 40215.12ham.

DINDORI Dindori district is underlain by Deccan trap basalts. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 5,72,500 ha of geographical area, 4,56,000 ha ( 80 %) is ground water recharge worthy area and 1,16,500 ha (20%) is hilly area. There are seven number of assessment units (block) in the district which fall under non-command sub units. All blocks of the district are categorized as safe blocks, and highest stage of ground water development is computed as 13.69% (10% in 2012/13) for Samnapur Block. The net ground water availability in the district is 36408.05 ham and Ground Water Draft for all uses is 3709ham, making stage of ground water development 10.19%(6 % in 2012/13) as a whole for district . After making allocation for future domestic and industrial

54 supply for year 2025, balance available ground water for future irrigation would be 32179.10ham.

GUNA Guna district is underlain by Deccan trap basalts, Vindhyan sandstone and laterites. Dynamic ground water resources of the district have been estimated for base year-2016/17 on block-wise basis. Out of 6,39,000 ha of geographical area, 6,17,514 ha (97%) is ground water recharge worthy area and 21,486 ha (3%) is hilly area. There are five number of assessment units in the district which fall under non-command (94%) and command (6%) units. Presently all the blocks of the district are categorized as safe blocks. The highest stage of ground water development is computed as 63.43% in Guna block. The Net ground water availability in the district is 83413.77 ham and ground water draft for all uses is 46124.79ham, making stage of ground water development 55.30% (54 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 36508.81ham.

GWALIOR Gwalior district is characterized by Gwalior Series, Bundelkhand granite gneiss, Vindhyan sandstone and alluvial formations. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 4,56,400 ha of geographical area, 4,28,300 ha (94%) is ground water recharge worthy area and 28,100 ha (6%) is hilly area. There are three numbers of assessment units (Bhitarwar, Dabra and Ghatigaon) in the district which fall under command (30%) and all four assessment units (Bhitarwar, Dabra, Ghatigaon and Morar) fall under non-command (70%) sub units. All blocks of the district are categorized as safe blocks with highest stage of ground water development of 59.12%. The net ground water availability in the district is 74837ham and ground water draft for all uses is 22348.18ham, making stage of ground water development 29.86 % (38% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 51225.77ham.

HARDA Harda district is characterized byalluvial formations and Deccan trap basaltic lava flow. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 3,33,000 ha of geographical area, 2,70,090 ha (81%) is ground water recharge worthy area and 62,910 ha (19%) is hilly area. There are three numbers of assessment units in the district which fall under command (29%) and non-command (71%) categories sub units. All blocks of the district are categorized as safe blocks, with highest stage of ground water development of 56.00% in Khirkiya block. The net ground water availability in the district 48132 ham and ground water draft for all uses is 14902 ham, making Stage of Ground water development 30.96% (28% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 32971.95ham.

HOSHANGABAD Hoshangabad district is characterized byalluvial formations,Gondwana, Archaean and Deccan trap basaltic lava flow. Dynamic ground water resources of the district have been

55 estimated for base year -2016/17 on block-wise basis. Out of 6,70,400 ha of geographical area, 5,58,352 ha (83%) is ground water recharge worthy area and 1,12,048 ha (17%) is hilly area. There are seven number of assessment units in the district which fall under command (45%) and non-command (55%) sub units. All blocks of the district are categorized as safe blocks. Bankhedi block is with highest stage of ground water development of 68.56%. The net ground water availability in the district 186782 ham and ground water draft for all uses is 41680 ham, making stage of ground water development 22.31% (20 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 144408ham.

INDORE Indore district is underlain by mainly Basaltic lava flows of Deccan trap. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 3,89,800 ha of geographical area, 3,81,897 ha ( 98%) is ground water recharge worthy area and 7,903 ha (2%) is hilly area. There are four number of assessment units (Depalpur, Indore, Mhow and Sanwer) in the district which fall under non-command (99 %) and command (1% Mhow and Depalpur) sub units. Mhow block of the district is categorized as semi critical (same in 2012/13) and Depalpur, Indore and Sanwer as over exploited (same in 2012/13). The command sub units of Depalpur and Mhow blocks are safe. The highest stage of ground water development is computed as 136.90% in Indore block. The net ground water availability in the district is 54997 ham and ground water draft for all uses is 64141 ham, making stage of ground water development 116.63 % (117 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 3143.90ham.

JABALPUR Jabalpur district is underlain by Alluvium, Archaean granite, Basaltic lava flows of Deccan trap Bijawar and Vindhyan sandstone. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 5,22,093 ha of geographical area, 4,43,868 ha ( 85%) is ground water recharge worthy area and 78,225 ha (15%) is hilly area. There are seven number of assessment units (block) in the district which fall under non- command (82%- Kundam and Majholi) and command (18%) sub units. All the blocks are categorized as safe. The highest stage of ground water development is computed as 60.93 % in Bargi block. The net ground water availability in the district is 66823 ham and ground water draft for all uses is 28380 ham, making stage of ground water development 42.47% (49% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 37820ham.

JHABUA Jhabua district is underlain by Archaeans granite-gneisses, phyllitea and Basaltic lava flows of Deccan trap. Dynamic ground water resources of the district have been estimated for base year - 2016/17 on block-wise basis. Out of 346000 ha of geographical area, 311253 ha (90%) is ground water recharge worthy area and 34747 ha (10%) is hilly area. There are six number of assessment units (block) in the district which fall under non-command (95%) & command (5%) (Petlawad) categories. All blocks of the district are categorized as safe blocks, and highest stage of ground water development is computed as 67.74% for Jhabua Block. The net Ground water

56 availability in the district is 22230.96 ham and ground water draft for all uses is 12722.26 ham, making stage of ground water development 57.23% (49 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 8918.97ham.

KATNI Katni district is underlain by Vindhyan sandstone, Bijawar Alluvium and Basaltic lava flows of Deccan trap and. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 489400 ha of geographical area, 466648 ha (95 %) is ground water recharge worthy area and 22752 ha (5%) is hilly area. There are six number of assessment units (block) in the district which fall under non-command (93 %) and command (7 %) sub units. All the blocks of the district are categorized as safe. Vijairaghogarh block of the district with highest stage of ground water development is computed as 60.72 % (for Vijayraghogarh). The net ground water availability in the district is 35385 ham and ground Water draft for all uses is 16464 ham, making stage of ground water development 46.53 % (41 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 17733.95 ham.

KHANDWA Khandwa district is underlain by mainly Basaltic lava flows of Deccan trap. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 752450 ha of geographical area, 581446 ha (77%) is ground water recharge worthy area and 171004 ha (23%) is hilly area. There are seven number of assessment units (block) in the district which fall under non-command (85 %) and command (15%, ChhegaonMakhan, Khandwa, Punasa and Pandhana) sub units. All the blocks except, ChhegaonMakhan are categorized as safe. ChhegaonMakhan block of the district is categorized as semi critical (semi critical in 2012/13). The highest stage of ground water development is computed as 78.89% in Chhegaon Makhan. The net ground water availability in the district is 101065.53 ham and ground water draft for all uses is 43364.22 ham, making Stage of Ground water development 42.91% (66 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 56620.02 ham .

KHARGONE Khargone district is underlain by mainly Basaltic lava flows of Deccan trap. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 803000 ha of geographical area, 656897 ha ( 82 %) is ground water recharge worthy area and 146103 ha (18 %) is hilly area. There are nine number of assessment units (block) in the district which fall under non-command (74%) and command (26%) sub units. All the blocks are categorized as safe except Khargone. Khargone block of the district are categorized as critical (semi-critical in 2012/13). The highest stage of ground water development is computed as 76.81 % in Khargone. The net ground water availability in the district is 126703.87 ham and ground water draft for all uses is 46185.25 ham, making stage of ground water development 36.45% (73 % in 2012/13) as a whole for district. After making allocation for future domestic

57 and industrial supply for year 2025, balance available ground water for future irrigation would be 79300.94ham.

MANDLA Mandla district is underlain by Basaltic lava flows of Deccan trap. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 754400 ha of geographical area, 573990 ha (76%) is ground water recharge worthy area and 180410 ha (24%) is hilly area. There are nine number of assessment units (block) in the district which fall under non-command (95 %) and command (5 %- Bichhiya, Mandla and Nainpur) sub units. All blocks of the district are categorized as safe blocks, and highest stage of ground water development is computed as 55.01 % for Mohgaon Block. The net ground water availability in the district is 49909.92 ham and ground water draft for all uses is 8867.30 ham, making Stage of Ground water development 17.77 % (15 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 40278.74ham.

MANDSAUR Mandsaur district is underlain by mainly Basaltic lava flows of Deccan trap. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 553518 ha of geographical area, 499048 ha (90%) is ground water recharge worthy area and 54470 ha (10 %) is hilly area. There are five number of assessment units (block) in the district which fall under non-command. Garoth block of the district are categorized as semi critical (safe in 2012/13), Malhargarh and Bhanpra block of the district are categorized as critical (semi critical in 2012/13), Mandsaur and Sitamua (same in 2012/13) as over exploited. The highest stage of ground water development is computed as 115.73% in Mandsaur block. The net ground water availability in the district is 58367.69 ham and ground water draft for all uses is 60244.70 ham, making stage of ground water development 103.22 % (100 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 1695.81ham.

MORENA Morena district is characterized by alluvial formation,Vindhyan Formation and Gwalior Series. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 498889 ha of geographical area, 438489 ha (88 %) is ground water recharge worthy area and 60400 ha (12%) is hilly area. There are seven numbers of assessment units (block) in the district which fall under command (51 %) and non-command (49 %) sub units. All the seven blocks- ambah, Jaura, Kailaras ,Morena, Pahadgarh, Porsa and Sabalgarh blocks are safe. The highest stage of ground water development is computed as 54.72% in Ambah block. The net ground water availability in the district 68113.93 ham and ground water draft for all uses is 24224 ham, making stage of ground water development 35.56% (39% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 38280.96 ham.

NARSINGHPUR Narsinghpur district is underlain by Alluvium, Gondwana sandstone, Bijawar and Basaltic lava flows of Deccan trap. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 513300 ha of geographical area, 479100 ha (89%) is ground water recharge worthy area and 34200 ha (11%) is hilly area. There are six number of assessment units (block) in the district which fall under non-command (90%) and command (10%) sub units. Chanwarpatha, Gotegaon, Kareli and Narsinghpur (Semi crtical in 2012/13) blocks and Saikhera and chichli,(Safe in 2012/13) of the district are categorized as Safe. The highest stage of ground water development is computed 69.74 % in Narsinghpur block. The net ground water availability in the district is 117630.22 ham and Ground Water Draft for all uses is 74501.75 ham, making stage of ground water development 63.34% (67 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 42674.60 ham.

NEEMUCH Neemuch district is underlain by mainly Basaltic lava flows of Deccan trap. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 4, 20,044 ha of geographical area, 3,75,744 ha (89%) is ground water recharge worthy area and 44,300 ha (11 %) is hilly area. There are three number of assessment units (block) in the district which fall under non-command. Jawad (semi critical in 2012/13) block of the district is categorized as critical. Neemuch (critical in 2012/13) is Critical and Manasa (safe in 2012/13) as semi critical. The highest stage of ground water development is computed as 96.10% in Jawad block. The net ground water availability in the district is 40882.44 ham and ground water draft for all uses is 35748.54 ham, making stage of ground water development 87.44 % (83 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 4738.38ham.

PANNA Panna district is underlain by Vindhyan Shale, Limestone and Sandstone and Alluvium. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 7,13,500 ha of geographical area, 6,61,125 ha (92%) is ground water recharge worthy area and 52,375 ha (8 %) is hilly area. There are five number of assessment units (block) in the district which fall under non-command (95 %) and command (5 % Panna) sub units. All the blocks of the district are categorized as safe blocks. Ajaygarh is categorized as safe (semi-critical in 2012/13). The highest stage of ground water development is computed as 61.96% in Ajaygarh block. The net ground water availability in the district 44965.39 ham and ground water draft for all uses is 16410.86 ham, making stage of ground water development 36.50% (28 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 27661.64 ham.

RAISEN Raisen district is underlain by Basaltic lava flows of Deccan trap Vindhyan Sandstone and Alluvium. Dynamic Ground water resource estimation of the district has been computed for Base Year-2016/17, on block wise basis. Out of 846,640 ha of geographical area, 6,60,940 (78%)

59 ha is ground water recharge worthy area and 1,85,700 (22 %) is hilly area. There are seven number of assessment units (block) in the district which fall under non-command (92%) and command (8%- Badi) sub units. All blocks of the district are categorized as safe except Obedullaganj and Sanchi which fall in semi critical category. The highest stage of ground water development is computed as 77.64 % in Obedullaganj block. The net ground water availability in the district 84863.65 ham and ground water draft for all uses is 44396.28 ham, making stage of ground water development 52.31% (46% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 39724.94 ham.

RAJGARH Rajgarh district is underlain by mainly Basaltic lava flows of Deccan trap. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 6,15,498 ha of geographical area, 6,15,498 ha ( 100 %) is ground water recharge worthy area. There are six number of assessment units (block) in the district which fall under non- command. Biora, Khilchipur and Zeerapur blocks of the district are categorized as semi critical (same in 2012/13), Narsinghgarh and Sarangpur blocks of the district are categorized as critical (semi critical in 2012/13), Rajgarh categorized as safe (same in 2012/13). The highest stage of ground water development is computed as 95.39 % in Sarangpur block. The net ground water availability in the district is 84511.21 ham and ground water draft for all uses is 70539.68 ham, making stage of ground water development 83.47 % (80% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 13335.61 ham.

RATLAM Ratlam district is underlain by Basaltic lava flows of Deccan trap. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 4, 86,100 ha of geographical area, 4, 61,600 ha ( 95 %) is ground water recharge worthy area and 24,500 ha (5 %) is hilly area. There are seven number of assessment units (block) in the district which fall under non-command (98 %) and command (2% Bajna block) sub units. Alote, Jaora, Piploda and Ratlam blocks of the district are categorized as over exploited (same as in 2012/13), Sailana as semi critical (same as in 2012/13) and Bajna also as semi critical (safe as in 2012/13). The highest stage of ground water development is computed as 167.50 % in Jaora block. The net ground water availability in the district 80882.77 ham and ground water draft for all uses is 102423.17 ham, making stage of ground water development 126.63% (127 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 2764.16 ham.

REWA Rewa district is underlain by Vindhyan Shale, Limestone and Sandstone and Alluvium. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 6,31,360 ha of geographical area, 592916 ha (93%) is ground water recharge worthy area and 38444 ha (7%) hilly area. All blocks, of the district are categorized as safe (Sirmour is Semi Critical in 2012/13). The highest stage of ground water development is computed as 66.00% in Gangao block. The net ground water availability in the district is 59043.14 ham and ground water draft for all uses is 26582.62 ham, making stage of ground

60 water development 45.02% (50% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 31918.09 ham.

SAGAR Sagar district is underlain by Basaltic lava flows of Deccan trap Vindhyan Sandstone and Alluvium Dynamic ground water resources of the district have been estimated for base year - 2016/17 on block-wise basis. Out of 1,025,200 ha of geographical area, 925418 ha (90 %) is ground water recharge worthy area and 99782ha (10 %) is hilly area. There are eleven number of assessment units (block) in the district which fall under non-command (95 %) and command (5 %) sub units. Banda block of the district is categorized as semi critical (same in 2012/13) and rest of the blocks are safe. The highest stage of ground water development is computed as 70.38% in Banda block. The net ground water availability in the district 103446.27 ham and ground water draft for all uses is 60315.75 ham, making stage of ground water development 58.31% (61 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 41001.42 ham.

SATNA Satna district is underlain by Vindhyan Shale, Limestone and Sandstone and Alluvium. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 750234ha of geographical area, 6,72,106 ha ( 90%) is ground water recharge worthy area and 78128ha (10%) hilly area. There are nine number of assessment units (block) in the district which fall under non-command & command (Amarpatan, Nagod, Rampur baghelon, Sohawal, Uchehra blocks). Amarpatn, Majhgawan, Nagod, Ramnagar and Unchehra blocks of the district are categorized as safe (semi critical in 2012/13). Maihar (safe in 2012/13), Rampur Baghelon (Over exploited in 2012/13) and Sohawal blocks (critical in 2012/13) as semi critical. The highest stage of ground water development is computed as 88.87% in Maihar. The net ground water availability in the district is 61419.25 ham and ground water draft for all uses is 41860.17 ham, making stage of ground water development 68.15% (72% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 18470.02 ham.

SEHORE Sehore district is underlain by Basaltic lava flows of Deccan trap, Vindhyan Sandstone and Alluvium,. Dynamic ground water resources of the district have been estimated for base year - 2016/17 on block-wise basis. Out of 6,57,800 ha of geographical area, 463972ha (71%) is ground water recharge worthy area and 193828ha (29%) is hilly area. There are five number of assessment units (block) in the district which fall under non-command (80%) and command (20% Ashta, Budhni, Ichawar, Nasrullahganj & Sehore) sub units. Ashta block of the district are categorized as semi critical (same in 2012/13) and rest of the blocks are safe. The highest stage of ground water development is computed as 77.36% in Ashta block. The net ground water availability in the district 70844.86 ham and ground water draft for all uses is 43865.18 ham, making stage of ground water development 61.92% (65% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 26180.07 ham.

SEONI Seoni district is underlain by Deccan trap basalts and Archaeans granite-gneisses. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 8,75,800 ha of geographical area, 8,05,020 ha ( 92 %) is ground water recharge worthy area and 70,780 ha (8 %) is hilly area. There are eight number of assessment units (block) in the district which fall under non command (91%) and command (9% Barghat, Dhanora, Keolari and Seoni) sub units. All the blocks of the district are categorized as safe blocks. Chhapara is with highest stage of ground water development is computed as 66.15% . The net ground water availability in the district is 74391.70 ham and ground water draft for all uses is 28669 ham, making stage of ground water development 38.54 % (30% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 45066.65 ham.

SHAHDOL Shahdol district is underlain by Archaeans granite-gneisses, Gondwanas sandstone-clays, Lametas and Deccan trap basalts. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 5, 84,100 ha of geographical area, 4, 97,800 ha (85%) is ground water recharge worthy area and 86,300 ha (15%) is hilly area. There are five number of assessment units (block) in the district which fall under non-command & command (Beohari) category. All blocks of the district are categorized as safe blocks, and highest stage of ground water development is computed as 19.98 % for Beohari Block. The net ground water availability in the district is 52728.41 ham and ground water draft for all uses is 4763 ham, making stage of ground water development 9.03% (7% in 2012/13) as a whole for district . After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 47552.21 ham.

SHAJAPUR Shajapur district is underlain by mainly Basaltic lava flows of Deccan trap. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 3,47,325 ha of geographical area, 3,39,617 ha (98%) is ground water recharge worthy area and 7,708 ha (2%) is hilly area. There are four number of assessment units (block) in the district which fall under non-command. Mohan Berodia (same in 2012/13) and Shujalpur block (same in 2012/13) are categorized as over-exploited, Kalapipal (semi-critical in 2012/13) is categorized as Critical and Shajapur (same in 2012/13) blocks of the district is categorized as semi critical. The highest stage of ground water development is computed as 129.72% (127% in 2012/13) in Mohan Berodia block. The net ground water availability in the district is 55658.04 ham and ground water draft for all uses is 57063.83 ham, making stage of ground water development 102.52% (102% in 2010/11) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 3557.82 ham.

SHEOPUR Sheopur district is underlain by Vindhyan Sandstone and Alluvium. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 6,60,600 ha of geographical area, 5,33,480 ha (81%) is ground water recharge worthy area and 1,27,120 ha (19%) is hilly area. There are three number of assessment units (block) in the district

62 which fall under non-command (87%) and two (Sheopur and Vijaypur) under command (13%) sub units. All blocks of the district are categorized as safe. The highest stage of ground water development is computed as 63.70% in Vijaypur block. The net ground water availability in the district 48321.65 ham and ground water draft for all uses is 17376.34 ham, making stage of ground water development 35.96% (37 % in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 30769.253ham.

SHIVPURI Shivpuri district is underlain by Budelkhandgranite, Basaltic lava flows of Deccan trap Vindhyan Sandstone and Alluvium. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 10,27,800 ha of geographical area, 9,77,049 ha (95%) is ground water recharge worthy area and 50,751 ha (5%) is hilly area. There are eigth number of assessment units (block) in the district which fall under non-command (93%) and seven also under command (7%) sub units. Karera, Kolaras, Shivpuri and Pohri blocks are categorized as safe whereas Badarwas, Khaniyadhana, Narwar and Pichor blocks of the district are categorized as semi critical. The highest stage of ground water development is computed as 84.03% in Khaniyadhana block. The net ground water availability in the district 73451.36 ham and ground water draft for all uses is 50831.63 ham, making stage of ground water development 69.20% (70% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 21721.90ham.

SIDHI Sidhi district is underlain by Vindhyan limestone sandstone, Archaean granite Gondwana sandstone and Alluvium Dynamic ground water resources of the district have been estimated for base year-2016/17 on block-wise basis. Out of 4,85,400 ha of geographical area, 3,60,405 ha (74%) is ground water recharge worthy area and 1,24,995 ha (26%) is hilly area. There are five number of assessment units (block) in the district which fall under non-command (87%) and three under command (13%) sub units. All blocks of the district are categorized as safe. The highest stage of ground water development is computed as 63.78% in Sidhi block. The net ground water availability in the district 32259.48 ham and ground water draft for all uses is 9464 ham, making stage of ground water development 29.34% (30% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 22301.11 ham.

SINGRAULI Sigrauli district is underlain by Archaean granite and Gondwana sandstone. Dynamic ground water resources of the district have been estimated for base year -2016/17 on block-wise basis. Out of 5,67,200 ha of geographical area, 4,51,260 ha (80%) is ground water recharge worthy area and 1,15,940 ha (20%) is hilly area. There are three number of assessment units (block) in the district which fall under non-command (86%) and two under command (14% -Deosar, Waidhan) sub units. All the blocks of the district are categorized as safe. The highest stage of ground water development is computed as 32.02% in Chitrangi block. The net ground water availability in the district 37232.04 ham and ground water draft for all uses is 10472.90 ham, making stage of ground water development 28.13% (32% in 2012/13)

63 as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 26567.99 ham.

TIKAMGARH Tikamgarh district is occupied by Bundelkhand granite with a thin soil cover. Dynamic ground water resources of the district have been estimated for base year-2016/17 on block-wise basis. Out of 5,04,800 ha of geographical area 4,88,100 ha (97%) is ground water recharge worthy area and 16,700 ha (3%) is hilly area. There are six number of assessment units (block) in the district which fall under non-command (92%) and six under command (8%) sub units. All blocks of the district in command area are categorized as semi critical except Prathivipur which fall in safe category. Highest stage of ground water development is computed as 78.25% for Tikamgarh block. The net ground water availability in the district 51286.71ham and ground water draft for all uses is 37413.48 ham, making stage of ground water development 72.95% (73% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 11343.43 ham.

UJJAIN Ujjain district is underlain by mainly Basaltic lava flows of Deccan trap. Dynamic ground water resources of the district have been estimated for base year-2016/17 on block-wise basis. Out of 6,13,023 ha of geographical area, 5,93,933 ha (97%) is ground water recharge worthy area and 19,090 ha (3%) is hilly area. There are six number of assessment units (block) in the district which fall under non-command (100 %). Mahidpur and Khachrod blocks of the district are categorized as semi critical (same in 2012/13). Badnagar, Ghatia and Ujjain blocks are categorized as over exploited (same in 2012/13). Tarana block is categorized as semi critical (safe in 2012/13). The highest stage of ground water development is computed as 128.50% in Ujjain block. The net ground water availability in the district is 90065.70 ham and ground water draft for all uses is 88575.88 ham, making stage of ground water development 98.35% (94% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 9098.41 ham.

UMARIA Umaria district is underlain by Gondwana sandstone, Archaeans granite-gneisses, -clays, Lametas and Deccan trap basalts. Dynamic ground water resources of the district have been estimated for base year-2016/17 on block-wise basis. Out of 4,53,900 ha of geographical area, 4,21,900 ha (93%) is ground water recharge worthy area and 32,000 ha (7%) is hilly area. There are three number of assessment units (block) in the district which fall under non-command category. All blocks of the district are categorized as safe blocks, and highest stage of ground water development is computed as 17.27% for Karkeli Block. The net ground water availability in the district is 44810.56 ham and ground water draft for all uses is 5425.80 ham, making stage of ground water development 12.11% (11% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 39120.06 ham.

VIDISHA Vidisha district is underlain by Basaltic lava flows of Deccan trap and Vindhyan Sandstone. Dynamic ground water resources of the district have been estimated for base year-2016/17 on block-wise basis Out of 7,37,100 ha of geographical area, 6,70,770 ha (91%) is ground water recharge worthy area and 66,330 ha (9%) is hilly area. There are seven number of assessment units (block) in the district which fall under non-command (89%) and command (11%) sub units. All blocks of the district are under safe category. The highest stage of ground water development is computed as 69.80% in Basoda block. The net ground water availability in the district 88556.95 ham and ground water draft for all uses is 52464.67 ham, making stage of ground water development 59.24% (59% in 2012/13) as a whole for district. After making allocation for future domestic and industrial supply for year 2025, balance available ground water for future irrigation would be 34952.11ham.

ARTIFICIAL RECHARGE RECOMMENDATIONS:- The dependency on groundwater has increased many folds during the recent years and the groundwater extraction for irrigation, domestic and industries have resulted in lowering of water levels, long-term water level declining trend and even drying up of wells. The best option lies in improving the recharge component in any well defined administrative or natural boundary (Block/ Water shed) by an integrated scientific approach with people participatory program. Such program also needs to include cost effective structures and best practices possible without deteriorating the existing surface and ground water resources in terms of quantity and quality. In order to regulate the groundwater development, Central Ground Water Board in association with State Ground Water Departments has computed Dynamic Groundwater Resources and categorized blocks as Over Exploited, Critical, Semi Critical and Safe. Hence, there is an urgent need to implement artificial recharge schemes to augment ground water so that artificial recharge would be a part of Sustainable Management of ground water. The guidelines which can be used in the formulation of scheme proposal can be enumerated as follows.

Criteria for selection of priority area 1. Area characterized by significant declining post monsoon long term water level trend 2. Area characterized by deeper post monsoon water level. 3. The area having high stage of groundwater development & cauterized as OE, Critical ground water assessment units. 4. The aquifer under stress needs to be considered for artificial recharge & priority to be given for recharging at the recharge area of the confined aquifer, viz., crystalline- sedimentary contacts, palaeo-channels, beach terraces, upstream side of fractures/lineaments.