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A report on Inundation Scenario in Nadeem Colony, Hyderabad

A report on Inundation Scenario in Nadeem Colony, Hyderabad

A report on Inundation Scenario in Nadeem Colony, Hyderabad

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APARDAs a result of the above the fore shoreareas of the tank were flooded <strong>in</strong> the 2000 ra<strong>in</strong>swith the water level ris<strong>in</strong>g to about 7 feet fromthe road level. As per the <strong>in</strong>formati<strong>on</strong> from theresidents <strong>on</strong>e hour’s ra<strong>in</strong> is enough to flood theareas near the water l<strong>in</strong>e. This has been arecurr<strong>in</strong>g feature every year.S<strong>in</strong>ce the foreshore area is denselypopulated and affected practically dur<strong>in</strong>gevery ra<strong>in</strong>y seas<strong>on</strong>, GHMC appo<strong>in</strong>ted KirloskarC<strong>on</strong>sultants Ltd. Pune (KICONS) to study themeasures for alleviat<strong>in</strong>g the suffer<strong>in</strong>gs of theresidents. The C<strong>on</strong>sultants submitted their<str<strong>on</strong>g>report</str<strong>on</strong>g> for Design<strong>in</strong>g, Plann<strong>in</strong>g and estimat<strong>in</strong>gthe costs for c<strong>on</strong>structi<strong>on</strong> of Surplus weir toShah Hatim Tank to dra<strong>in</strong> the excess water. Italso proposed a surplus channel to take thisexcess water from Shah Hatim Tank to LangarHouse. Length of this Surplus Channel wouldbe about 1110 m.Technical Features of Shah HatimTank:Technical features of Shah Hatim Tank asgathered from the Eng<strong>in</strong>eer<strong>in</strong>g W<strong>in</strong>g of theGHMC and the Report of KirloskarC<strong>on</strong>sultants Ltd., are given below:1. Length of Tank Wall 756m2. Top Width of Tank Wall 5 m3. No.of Sluices provided 2 Nos.4. Size of Sluice 2.00mx0.60m5. Width of Moat adjacent to 3mTank Wall6. Catchment area of the 6.10 Sq.kmDra<strong>in</strong>(2.36 Sq.Miles)7. Total estimated discharge 44.746m 3 /secex.Tank (Based <strong>on</strong> UnitHydrograph Studies)(1580cusecs)8. Water spread area at MDDL 10.93 haof Tank(27.00 Acres)9. Area with<strong>in</strong> Golf Associati<strong>on</strong> 18.62boundary wall10.Area of encroachment with<strong>in</strong>FRL of Tank(40.00 Acres)17.12ha(42.30 Acres)Vulnerability of <strong>Nadeem</strong> Col<strong>on</strong>yThe ma<strong>in</strong> reas<strong>on</strong> for the water logg<strong>in</strong>g<strong>in</strong> the col<strong>on</strong>y is because the settlements cameup <strong>in</strong> the prohibited area of the Fore shore ofthe Tank. The ra<strong>in</strong> water from the immediatesurround<strong>in</strong>g areas to the North of the tank aswell as the natural path of the water from thehigher areas further north is the cause for<strong>in</strong>undati<strong>on</strong>. The c<strong>on</strong>structi<strong>on</strong> workcommenced <strong>in</strong> this prohibited area from 1995<strong>on</strong>wards.<strong>Nadeem</strong> col<strong>on</strong>y had experiencedflood<strong>in</strong>g as under:ooThe residents experienced flood<strong>in</strong>g forthe first time <strong>in</strong> 1995.In August 2000, the col<strong>on</strong>y was<strong>in</strong>undated up to 7 feet height water,nearly 500 houses were submerged7

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