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ASSESSMENT OF SEDIMENT TRANSPORT LOAD FROM GOAML RIVER AND ITS IMPACT ON THE GOMAL ZAM DAM LIFESPAN

Hazrat Hussain*, Muhammad Ibrahim**, Navid Ahmed***, Zia ul Haq**, Bashir Alam***

* Assistant Professor Govt Technical College, Nowshehra
** Department of Agricultural Engineering, University & Engineering and Techonlogy Peshawar. Pakistan.
*** Department of Civil Engineering, University of Engineering and Technology Peshawar, Pakistan.

ABSTRACT

This paper estimates the sediment load transported by Gomal River at Khajuri Katch and Kot Murtaza on yearly-basis. An eight years sediment data (1981-88) compiled by the surface water hydrology division of WAPDA was analyzed. Based on the available data and using regression analysis a model is developed to establish a correlation between water discharge and sediment load. The model is an attempt to ascertain the rate of erosion in the catchment of the Gomal River since no generalized model has so far been developed to explain the nature of such weathering activities and all such works are situation specific. Relation between the water discharges to sediment load that it carries has been developed to signify the Gomal River catchment’s erosion. The analysis shows that the catchments is eroding at the rate of 1.67 acre-feet and the sediment water ratio is 3.0% which is the second highest value the world over after Yellow River in China. The variation of different parameters in sediment-water system i.e. water discharge, sediment load, sediment concentration and sediment quality have been estimated from the actual data and are shown by histograms and bar graphs. The relations developed are applicable only to the Gomal River system. It is hoped that the study will invite interest and attention of planners, researchers, and all those concerned with the problems and menace of soil erosion, sediment load concentration in hydraulic structures and its impact over the life span of hydraulic structures i.e dams deemed to be constructed across the river with the objective to minimize the sedimentation problems.

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Journal of Engineering and Applied Sciences

December

Vol. 42, pp. 01-48

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