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A Breadth Averaged Numerical Model for Suspended Sediment Transport in Hooghly Estuary,East Coast of India
Authors:Sinha  P C  Guliani  Pragya  Jena  G K  Rao  A D  Dube  S K  Chatterjee  A K  Murty  Tad
Institution:(1) Centre for Atmospheric Sciences, Indian Institute of Technology, New Delhi, 110016, India;(2) Indian Institute of Technology, Kharagpur, 721302, India;(3) Hydraulic Study Department, Calcutta Port Trust, Kolkata, 700001, India;(4) Baird & Associates, 1145 Hunt Club Rd, Suite 1, Ottawa, Ontario, K1V 0Y3, Canada
Abstract:Sedimentation is of vital concern in the conservation, development and utilization ofour soil and water resources. The suspended sediment in estuarine waters is hazardousto navigation in estuaries, which have important ports and harbours. A breadth-averagednumerical model to study circulation and sediment transport is presented in this paper.The model is applied to Hooghly estuary, along the east coast of India. The model is fullynon-linear and uses a semi-explicit finite difference scheme to solve mass, momentum andadvection diffusion equation for suspended sediments in a vertical plane. The erosion anddeposition have been computed by empirically developed source and sink terms in thesuspended sediment equation.
Keywords:Turbulent kinetic energy  Hooghly estuary  suspended sediment transport  numerical model  salinity intrusion  circulation  erosion  deposition
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