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N E TO PUNE W S TO TULJAPUR ZONE-XII PART-II TO BARSHI ZONE-XII ZONE-X PART-VI PART-I ZONE-XI ZONE-XI N ZONE-XII PART-D NH-211 NH-9 ZONE-XI PART-B ZONE-XI NH-9 PART-A ZONE-XI PART-C TO HYDERABAD NH-9 ZONE-X ZONE-XII PART-VII W E PART-III ZONE-X ZONE-X ZONE-I PART-VI PART-V ZONE-X TO PUNE PART-IV ZONE-IV ZONE-II ZONE-X PART-II ZONE-X ZONE-III ZONE-X PART-III TO MANGALVEDHA AREA COVERED IN S PS TO AKKALKOT ZONE-X STP PART-I (57 mld) MH-1891 ZONE-V ZONE-X PART-VII GL=464.39m ZONE-IX ZONE-IX PART-V ZONE-IX PART-I ZONE-XIII PART-II ZONE-IX PART-VI IL=463.24m TO KUMBHARI ROAD ZONE-VI ZONE-IX MH-1808 PART-III 04 ZONE-IX PART-VII ZONE-IX GL=467.76m PART-IV PS NH-13 STP MUMBAI HIGHWAY IL=466.66m CO-1888 (33 mld) ZONE-IX MH-1892 MH-1931 PART-VIII LOKHANWALA ZONE-IX CO-1806 GL=462.17m ZONE-VII D=150mm GL=464.22m WEIGHING D=200mm IL=461.07m MH-1935 L=31m IL=463.07mCO-1897 CO-1936 L=31m BRIDGE D=200mm GL=461.20m IL=460.10m MH-1811 MH-1874 CO-1895 L=21m GL=468.19m GL=466.80m D=150mm KEY MAP IL=464.63m MH-1922 L=30m ZONE-VIII IL=465.93m D=150 CO-1939 MH-1936 TO HYDERABAD L=31m GL=463.50m GL=462.59m FOR MH-1807 GHARKULIL=462.40m CO-1808 D=150mm IL=460.03m NH-13 GL=468.42m ELECTRIC CO-1924 CO-1944 SOLAPUR MH-1905 D=150mm TO BIJAPUR D=150mm CO-1884 L=30m IL=466.04m GL=464.97m STATION MH-1929 Flow goes to Zone IX L=32m L=29m D=200mm CO-1902 GL=462.71m D=150mm CO-1947 L=23m IL=463.87m D=150mm Part VII MH-1577 CO-1899 IL=460.99m D=200mm CO-1959 L=33m MH-1964 L=30m HOTEL CO-1892 D=150mm CO-1859 D=150mm D=150mm L=37m GL=461.83m OF-3 L=25m KHAN CO-1803 L=30m D=350mm IL=460.36m L=31m MH-1744 CO-1906 CO-1971 GL=461.10m CHACHA GL=469.14m D=150mm L=31m IL=458.46m IL=467.58m D=200mm L=30m D=350mm CO-1869 L=29m D=150mm L=25m MH-1947 ZONE-X L=30m MH-1893 GL=462.42m MH-1741 CO-1741 CO-1926 IL=458.51m GL=470.48m MH-1786 GL=465.83m D=150 GL=469.43m IL=464.73m L=29m L=36m IL=469.38m D=150mm CO-1930 CO-1951 CO-1909 L=30m L=32m IL=467.89m PART-VI D=350mm D=250mm D=150mm L=30m BHIDEGHARKULSAGAR MH-1927 L=30m CO-1960 D=150mm L=32m CO-1957 D=150mm L=31m GL=463.66m CO-1966 L=27m MH-1859 CHOWK D=150mm CO-1799 MH-1587 IL=461.16m CO-1981 CO-1975 D=150mm L=30m L=30m GL=467.55m TO NALLA CO-1972 CO-1585 CO-1979 D=150mm GL=465.01m D=200mm MH-1725 CO-1737 D=150mm IL=466.18m MH-1791 CO-1795 L=25m CO-1782 IL=463.86m D=150mm GL=471.30m GL=471.00m D=150mm MH-1989 CO-1986 D=150mm D=200mm CO-1928 L=24m IL=469.80m IL=468.39m L=30m L=31m GL=463.59m CO-1989 CO-1735 L=30m D=150mm MH-1978 D=150mm L=37m IL=462.49m D=150mm GL=462.36m CO-1797 D=350mm MH-1986 D=150mm L=29m L=33m MH-1687 CO-1994 D=150mm IL=458.90m MH-1698 CO-1793 D=150mm CO-1866 L=36m GL=462.12m D=150mm L=30m BHIDEGHARKUL GL=466.21m IL=461.02m L=29m FLOW TO GL=471.38m CO-1732 L=29m CO-1722 D=150mm MH-2060 L=29m D=150mm CO-1583 CO-1999 IL=469.93m D=150mm IL=464.11m CO-1685 ZONE-X PART-VII TO NALLA L=26m GL=464.65m MH-2064 CO-1687 L=38m L=27m MH-1693 L=22m D=170mm IL=463.16m D=150mmL=22m CO-1785 CO-2064 GL=462.60m AT MH-2104 GL=471.35m D=150mm D=150mm MH-2067 D=150mm D=150mm IL=461.48m CO-1729 CO-1844 CO-1695 D=150mm L=30m CO-2067 GL=462.10m CC IL=470.05m L=30m L=35m L=30m BANK OF L=41m MH-1772 D=150mm IL=460.44m D=150 L=23m D=150mm CO-2071 GL=469.27m D=150mm INDIA L=28m CO-1878 CO-2072 CO-1852 MH-1988 D=150mm CO-1690 IL=468.15m L=17m L=29m ATM L=28m D=150mm D=150mm GL=462.35m L=35m CO-1725 CO-1769 D=150mm D=150mm L=35m D=150mm IL=458.63m L=30m L=42m MH-1854 L=30m CO-1920 L=31m CO-1693 CO-1775 GL=468.59m D=150mm MH-2099 D=150mm IL=467.49m D=150mm L=29m CO-2060 GL=462.52m D=150mm CO-1863 L=22m D=150mm D=150mm CO-1842 L=30m IL=461.12m L=34m MH-2058 L=30m CO-1670 BHIDEGHARKUL GL=464.72m L=30m TO NALLA MH-1777 IL=463.30m CO-2082 D=150mm D=150mm CO-1849 GL=471.34m D=150mm MH-1721 L=29m IL=470.20m L=30m L=24m CO-2088 D=150mm L=23m D=150mm GL=472.10m CO-2091 CO-1771 CO-1763 CO-1579 CO-2095 CO-2099 D=150mm MH-2083 IL=470.92m CO-1716 L=39m CO-2103 L=37m D=150mm D=150mm CO-1757 GL=461.08m D=150mm D=150mm D=150mm L=27m CO-2075 MH-2089 CO-2101 MH-1690 D=150mm MH-1842 IL=459.98m L=30m L=23m L=15m D=150mm L=26m CO-1918 GL=461.22m GL=472.30m L=30m GL=470.18m MH-1666 D=150mm D=150mm CO-1754 L=37m CO-2058 L=32m MH-1694 D=150mm MH-2098 D=150mm IL=468.99m IL=459.69m L=26m IL=471.20m GL=472.63m GL=468.38m MH-2073 GL=462.55m D=150mm MH-2102 CO-1839 IL=467.15m IL=471.50m L=37m D=150mm GL=464.96m IL=459.50m L=31m GL=462.44m L=25m L=32m D=170mm IL=462.12m IL=459.26m MH-1716 CO-1666 MH-1714 MH-1751 CO-1714 GL=473.38m GL=471.33m CO-1765 MH-1851 ANGEL GL=472.77m IL=471.21m IL=471.01m IL=469.36m CO-1846 GL=470.34m LAXMI EVENTS D=150mm IL=469.02m D=150mm L=23m CHOWK CO-2055 L=30m MH-1755 L=30m D=150mm D=150mm GL=472.98m L=26m MH-1839 MH-2053 MH-1848 CO-1749 GL=470.88m GL=466.05m IL=471.88m L=30m CO-1874 GL=470.79m IL=469.67m D=150mm IL=464.95m D=150mm MH-1760 IL=469.69m MH-1575 PIPE DETAILS:- L=32m CO-1753 GL=472.44m L=27m CO-1747 GL=469.58m CO-1662 CO-1710 D=170mm D=150mm IL=470.24m MH-1827 Sr. COLOUR IL=468.48m DIAMETER D=150mm GL=471.49m CO-1835 No. CODE L=34m D=150mm L=29m L=30m B D GHARKUL IL=469.87m 1 150mmØ MH-1754 MH-1748 D=150mm GL=472.71m GL=472.48m L=23m NALLA 2 MH-1836 L=36m CO-1914 170mmØ CO-1744 D=150mm CO-2053 IL=471.33m IL=470.61m L=30m GL=471.72m CO-1833 D=150mm IL=470.62m MH-1643 MH-2051 3 200mmØ D=150mm L=25m GL=470.87m CO-1573 L=26m D=150mm D=150mm CO-1652 GL=466.98m 4 250mmØ MH-1832 L=30m IL=468.99m MH-1711 MH-1745 MH-1647 IL=465.60m GL=473.37m GL=472.69m GL=472.48m GL=470.34m D=150mm 5 300mmØ IL=471.00m CO-1831 IL=472.24m IL=471.56m IL=468.40m CO-1648 L=32m 6 350mmØ JAI D=150mm L=31m 7 400mmØ L=34m CO-1823 MATAN MH-1825 D=150mm D=170mm GL=471.25m L=23m LEGEND:- IL=470.01m 1 CO-1707 CO-1826 Road Network D=150mm L=31m AREA COVERED IN D=150mm CO-2051 D=150mm CO-1829 17 L=23m L=31m River / Nalla D=150mm ZONE-X PART-IV 2 L=31m CO-1642 MH-2049 L=31m Collection Chamber L=27m CO-1911 3 CC MH-1828 D=150mm D=150mm GL=467.32m SUSHILKUMAR GL=473.72m IL=466.22m 4 Manhole SHINDE URDU IL=472.62m MH-1909 MH-1648 GL=468.27m 5 Flow Direction MEDIUM HIGH L=32m L=30m NASA ROW CO-1589 L=34m IL=467.17m D=150mm GL=470.08m D=150mm CO-1821 CO-1638 MH-1594 6 Conduit SCHOOL D=150mm Co- HOUSES MH-1814 MH-1823 MH-1640 IL=468.98m GL=469.58m GL=473.06m MH-1590 7 Railway Line CO-1815 GL=471.46m GL=470.46m IL=468.48m D=150mm CO-1819 GL=468.86m IL=471.52m IL=470.17m Prabhag Number L=20m IL=469.21m 8 CO-1811 IL=467.76m 17 MH-1703 D=150mm GL=474.16m 9 Prabhag Boundary D=150mm L=28m D=150mm Sewerage Zone IL=472.94mCO-1700 L=39m 10 Boundary MH-1704 CO-1702 L=32m MH-1812 GL=474.77m GL=474.42m S.F.R.C Frame & cover 500mm Dia IL=473.67m IL=473.32m Coping in 1:2:4 G.L D=150mm L=21m JYOTIBA MH-1815 MH-1821 Cap 250mm CO-1636 L=24m GL=471.83m D=150mm KIRANA GL=473.01m C.I Dapuri Type Cement Plaster 20mm thick in CM (1:2) inside & outside VENDANT IL=471.91m IL=470.73m Steps(each 5.50Kg) MH-1699 CO-1698 NIVAS MH-1702 MH-1634 GL=475.64m MH-1629 GL=472.53m B.Bmasonry IInd sort IL=474.54m D=150mm GL=475.33m CO-1633 MH-1621 Haunches in C.M(1:4) GL=474.67m IL=471.37m GL=470.87m Slope 1 in 10 L=29m IL=473.71m IL=473.00m CO-1628 D=150mm IL=469.77m L=32m D=150mm TYPICAL MANHOLE CHAMBER SIDDA L=24m MH-1607 MH-1615 AREA COVERED IN NIVAS GL=472.49m GL=471.71m NAME OF PROJECT:- MH-1625 CO-1612 MH-1628 IL=471.39m IL=470.61m D=150mm ZONE-X PART-II PREPARATION OF DPR FOR D=150mm GL=475.75m CO-1604 CO-5502 GL=474.88m L=28m PROVIDING SEWERAGE SCHEME IL=473.30m IL=473.09m L=31m MH-1622 CO-1620 MH-1603 IN NEWLY DEVELOPED AREA AT L=31m SMC-SOLAPUR CO-1617 GL=475.16m D=150mm GL=472.54m D=150mm IL=474.06m D=150mm L=33m IL=471.44m TITLE:- L=30m MH-1600 D=150mm CO-1600 PROVIDING COLLECTION AND MH-1597 GL=473.92m L=35m CONVEYANCE SCHEME FOR GL=474.80m IL=472.82m RANGRAJ ZONE-X PART-VI IL=473.70m NAGAR DRG.NO.:- UCPL/17/SEW/511/DWG/R5/16 MH-1617 JOB.
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  • “Water Balance Study from Akkalkot Area, Solapur District: a Case Study of Dahitane and Chapalgaon Region”

    “Water Balance Study from Akkalkot Area, Solapur District: a Case Study of Dahitane and Chapalgaon Region”

    © 2019 JETIR June 2019, Volume 6, Issue 6 www.jetir.org (ISSN-2349-5162) “WATER BALANCE STUDY FROM AKKALKOT AREA, SOLAPUR DISTRICT: A CASE STUDY OF DAHITANE AND CHAPALGAON REGION” Mr. Vijay M. Kolhe1 and Dr. N. J. Sathe2 1 Research Scholar, JJT University, Jhunjhunu, Churu Road, Vidyanagari, Churela, Rajasthan 2 Associate Professor, Department of Civil Engineering, VVPIET, Solapur ABSTRACT Akkalkot taluka as a whole has faced drought conditions since its establishment. The northern part of the Akkalkot city, villages like Dahitane, Dahitanewadi, Chapalgaon and Chapalgaonwadi are lying towards the downstream of the tributary of Bori River but still the water scarcity in these regions is comparatively more. To understand the availability and demand ratio of the 45 sq.km area the detail analysis is carried out. Human population, livelihood stock population and the agricultural demand calculation are carried out in the study area. Major animals like cattle, buffaloes, sheep’s, goats, poultry etc are considered for the present study. The at actual site calculation are carriedout for the present work which has shown the availability and the demand ratio doesn’t match for present study area. This conclusion leads for the further management studies in the study area. Keywords: Field visit, water availability, water demand, population, livelihood stock etc. 1.1 Introduction: Water usage in rural areas is the challenging task for all human beings as well as livelihood stocks. Solapur the connecting district of South India with Central India as well as Western Maharashtra to Marathwada region. The major streams flowing in this district on Bhima, Seena, Bhogawati, Maan and Bori River.

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