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CS(AR)-1/2004-05 : Assessment of sedimentation in Matatila, Hirakud, Tawa, Lower Manair and Nagarjunasagar reservoirs using digital image processing

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dc.contributor.author Jain, S. K.
dc.contributor.author Rathore, D. S.
dc.contributor.author Nayak, T. R.
dc.contributor.author Durbude, Dilip G.
dc.contributor.author Purandara, B. K.
dc.contributor.author Jeyakanthan, V. S.
dc.date.accessioned 2019-05-17T11:45:18Z
dc.date.available 2019-05-17T11:45:18Z
dc.date.issued 2004
dc.identifier.uri http://117.252.14.250:8080/xmlui/handle/123456789/2370
dc.description.abstract Sedimentation in the reservoirs is one of the principal factors, which threaten their longevity. Sedimentation reduces the storage capacity of reservoirs and hence their ability to conserve water for various intended purposes. It is essential to periodically conduct sedimentation surveys to determine the useful life of a reservoir and to assess the sedimentation rate in a reservoir. With the correct knowledge of the sedimentation process going on in a reservoir, remedial measures can be undertaken well in advance and reservoir operation schedules can be planned for optimum utilization of water. The conventional techniques of sediment quantification in a reservoir, like the hydrographic surveys and inflow-outflow methods, are cumbersome, costly and time consuming. With the advent of remote sensing techniques, it is possible to obtain synoptic, repetitive and timely information regarding the water spread conditions in a reservoir. Due to the deposition of sediments in the reservoir, the water-spread area at an elevation keeps on decreasing. By comparing the decrease in the water-spread area with time, the sediment distribution and deposition pattern in a reservoir can be determined indirectly. This information can be used to quantify the rate of reservoir sedimentation. Five reservoirs, namely, Ramganga, Rihand, Tungabhadra, Barna and Somasila were selected in the present study for evaluation of sedimentation rate. The results for these reservoirs are summarized in the following table : Reservoir Zone of assessment Period of assessment Sedimentation rate M m³/year ha-m/100 km²/year Matatila reservoir 298.6-308.46 m 1962-2002 7.51 3.56 Hirakund reservoir 180.68-185.80 m 1957-2001 21.88 2.63 Tawa reservoir 355.12-338.84 m 1978-2002 18.74 31.32 Lower Manair reservoir 271.97-276.83 m 1983-2001 5.46 0.47 Nagarjunasagar reservoir 152.28-175.32 1967-2002 64.14 2.98 en_US
dc.language.iso en en_US
dc.publisher National Institute of Hydrology en_US
dc.relation.ispartofseries ;CS(AR)-1/2004-05
dc.subject Assessment of sedimentation in Matatila reservoirs en_US
dc.subject Nagarjunasagar reservoirs using digital image processing en_US
dc.title CS(AR)-1/2004-05 : Assessment of sedimentation in Matatila, Hirakud, Tawa, Lower Manair and Nagarjunasagar reservoirs using digital image processing en_US
dc.type Technical Report en_US


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