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Executive Summary EXECUTIVE SUMMARY 1.0 1.1 Need for the Project Madhya Pradesh Government proposes to implement a number of Medium and Minor Irrigation Projects in Narmada Basin to provide irrigation water to semi and regions of Khandwa, Harda, Dewas and a part of Indore and Khargone districts. Narmada Basin-Group "A" covers the sub-basins Chandrakeshar, Ajnal, Machak, Chhota Tawa, Khari, Kanar, Kaveri, Jamner and areas directly draining to Narmada. The Proposed project area lies in Chhota tawa Sub basin. Nearly 40 percent of the population is agriculture labourers. The prosperity of the farmers in the area is a gamble in rains. Irrigated agriculture is the prime engine of the rural economy. The standards of living of people of the people if this region would be immensely improved by provision if irrigation facility. The improvment in quality and yield of agriculture products will greatly improve the income of the people. As per the topography of the command area and availability of water, the Aulliya project is proposed to provide irrigation facility to 5000 Ha of Net CCA. The tank is proposed to have a gross storage capacity of 26.246 MCM at FRL of 355.000m. The total length if Earth dam is 1782 m and the maximum height of dam is 20.80m with respect to deepest river bed level 337.50m. 1.2 Location The Aulliya Medium project dam site is located on the River Ghorapacchar near Roshani village in Khalwa Tehsil of Khandwa district. The project is in the area if Vidhan Sabha Constituency No.176 Harsud. The dam site is 25 Km away from Tehsil Head Quaters. The Latitued & Longitude of the dam location are as below. Latitude 21º53'57"N Longitude 76º56'3"E The scheme can be located in Topo sheet No. 55-C/9, 55-C/13 & 55-B/16. 1.3 Accessibility to Dam Site The Aulliya Dam Site near Village Roshani is approachable from Ashapur village on Khandwa-Harsud (SH-15) Road at 28.5 Km through an Asphalted road. Nearest Railway station is Channera village in Khankwa District. 1.4 Water Availability Total Catchment area of Aulliya Project is 108.208 Sq.Km and there are 3 proposed percolation projects on the upstream of this project. The intercepted catchment area of U/S project is 11.015 Sq.Km. Net Catchment Area of the Project is 97.193 sq.Km. The discharge data for 30 years at project site is generated by making use of Rainfall Run off relation developed at Sukta project site and the rainfall at project site. The catchment of Aulliya project is influenced by Makrai R.G.S. while command is influenced by both Makrai and Harsud R.G.S. The rainfall data of Makrai and Harsud R.G.S. for the period 1978-79 to 2007-08 is considered. The yield available at the dam site for total catchment from 1978-79 to 2007-08 is calculated. The yield values for catchment area of 97.193 sq.Km for dependabilitiy as shown below. 75% dependable yield 20.870 MCM Repor- Summary / Divya / doc. 1.5 Irrigation Planning As per the topography of the command area and availability of water, the Auliya project is proposed to provide irrigation facility to 5000 Ha of Net CCA. The proposed Net CCA of 5000 Ha is catered by two pressure pipe canal systems viz LBC and RBC in proposed RBC command area, an area of 1750 Ha. is fed by RBC Through LBC it is proposed to irrigate an area of 3250 Ha by GCA 7500 Ha Total CCA 5000 Ha Net CCA 5000 Ha Annual irrigation Proposed 5000 Ha Kharif 0 .00 Ha Rabi 5000 Ha Intensity of Irrigation 100% The crop water requirements are worked out for 1 Yrs based on the guide lines suggested in TC No. 25 (with upto date amendments), MPWRD-BODHI The tank is proposed to have a gross storage capacity of 26.246 MCM at FRL of 355.000m. The principle levels of Aulliya Dam are as follows. Top Bund Level 358.000 m Full Reservoir Level 355.000 m Max water Level 355.000 m Lowest sill Level 346.100 m The Submergence area at FRL is 487.06 Ha out of which 352.26 Ha is the cultivated land, 32.182 Ha is uncultivated land, 48.018 Ha is Govt. Land and the 54.60 Ha is the forest area. 1.6 Domestic water supply In addition to Irrigation facility, the project also envisages supplying 0.63 MCM of water for Domestic needs of 10 villages of Khalwa tehsil for a projected population of 18579 persons by year 2025. 1.7 Alternates of Dam Sites Two alternates have been studied for Dam alignment near Aulliya & Roshani village. The Dam alignment near Roshani village is found feasible form the storage point of view, command area served and less forest submergence. 1.8 The main components of the Aulliya Dam 1.8.1 Earth Dam The total length of Earth dam is 1782.00 m and the maximum height of dam is 20.80 m with respect to deepest river bed level 337.50 m. Repor- Summary / Divya / doc. 1.8.2 Spillway Alternate studies Made: i) Cost comparison has been made for type of gates i.e. Vertical & Radial gate. On companson it is found that Radial gate is found economical & the same is adopted. ii) Alternates have been worked by varying the gate height & water way. On comparison it is found that 6 gates of size 10m x 5m is found economical & the same is adopted. iii) Alternates have been worked out for central & flank spillway with Radial gates. On comparison it is found that Central spillway is economical compared to flank spillway & the same is adopted. The Estimated SPF is 1073.63 cumecs. A central gated spillway of length 72.50m is proposed between R.D. 1340.00 m to 1412.50m. 6 Radial steel gates of size 10 x 5 m are proposed over the body wall with 5 piers of 2.5 m thickness to pass the flood discharge. 1.8.3 Non over Flow Non over flow section of length 10.0m is proposed on either side of spillway. 1.8.4 Irrigation sluice On Right flank Irrigation Sluice is proposed at RD 1573 m to irrigate 5000 Ha.1.65m x 1.35m of sluice barrel is proposed to carry design discharge of 2.718 cumecs. 1.8.5 Canal System The project covers 5000 Ha of Net Culturable Command Area that lies on the Right and Left bank of the Ghorapachhar river. Right bank canal takes off from RD 1573.0 m. The service area is 5000 Ha served by 40 Km long canal. The distribution of water from canal is facilitated by pressure and 21 villages namely Pipliya, Mamado, Dhawardi, Ranahi, JamuniyaSarsari, Tigariya, Hasanpura, Khamlay, Timarni, Roshni, Barakund Salidhana, Siralliya, Langoti, Dabiya, Padlya, Khorda, Patalda, Itwa, Kumbidhana, Tawkhedi. Rabi Crops such as wheat, gram & vegetables are predominatly cultivated in the command area. Kharif crops are sown in small percentage of area. Therefore, taking into consideration the present cultivation and also the suggestion of DDA- Khandwa district, the scheme is designed to provide irrigation to 0 Kharif crops and 5000 Rabi crops. The proposed Net CCA is 5000 Ha and the intensity of irrigation is 100%. 1.9 Following are the financial Parameters. The Total cost of the project is estimated based in WRD USR in force from 1.4.16 it requires investment of Rs. 16507.99 lakhs. The breakup of which is as below. Particulars Rs.in Lakhs Unit-1[Head works] 10715.48 Unit-2[Canal] 5792.51 Total 16507.99 Repor- Summary / Divya / doc. Cost per Ha. of Net CCA Rs. 3.30 Cost per Ha. of proposed Irrigation Rs. 3.30 B.C Ratio 1.52 2.0 On completion of the Project the following benefits can be derived. Annual irrigation in 5000 Ha of crops Kharif 0 Ha & Rabi 5000 Ha. Drinking & industrial water supplies for estimated population of 18597 persons Rise in sub-soil water level in the project area Development of fisheries in the reservoir Employment to local labour largely tribes during construction period. 2.1 Recommendation The scheme is proposed in tribal area with low standard of living. The percentage of submergence of Culturable land to the proposed irrigation is 9.54 which is well within the WRD norms. The schemes is recommended for implementation due to following reasons. Aulliya project is proposed across Ghorpachhar river with catchment area of 108.208 Sq.Km to impound 26.246 MCM of water. No better storage site is available in the River. The huge Net Culturable Command Area if about 5000 Ha spread over 21 villages mainly comprising small land holding farmers will be benefitted. The area has large population of tribes with very low standard of living. Financial parametrers comprising Cost per Hectare is found Rs. 3.30 lakh & the Benefit to Cost Ration is 1.52 which is economically viable. The government is also keen for developing the drought prone region. Hence the Aulliya Medium project is recommended for sanction for construction at an rarliest. ( Mukesh Gangrade ) ( S.M. Chaturvedi ) Sub Divisional Officer Executive Engineer Water Resources Sub Division No. 2, Water Resources Division Khalwa Khandwa ( V.P. Bhagora ) ( M.S. Dawar ) Superintending Engineer Chief Engineer Water Resources Circle Narmada Tapti Basin Khargone Water Resources Department Indore Repor- Summary / Divya / doc. 1.0 INTRODUCTION 1.1 Need for the Project Madhya Pradesh Government proposes to implement a number of Medium and Minor Irrigation Projects in Narmada Basin to provide irrigation water to semi and regions of Khandwa, Harda, Dewas and a part of Indore and Khargone districts.
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