# 2-D coupled surface and sub-surface flow model for river flow simulation with piedmont zone

 dc.contributor.author Patowary, Sudarshan dc.date.accessioned 2020-03-04T12:34:55Z dc.date.available 2020-03-04T12:34:55Z dc.date.issued 2018 dc.identifier.other ROLL NO.11610413 dc.identifier.uri http://gyan.iitg.ernet.in/handle/123456789/1424 dc.description Supervisor: Arup Kumar Sarma en_US dc.description.abstract The interaction between surface and groundwater flow in a non-prismatic river has been a topic of interest among researchers since last three decades. Existence of piedmont zone in the river bed changes the downstream flow scenario significantly. Downstream flow situation assessed by routing of upstream hydrograph may yield erroneous flow assessment, if the existence of such piedmont zone is ignored. Moreover, most of the researchers, to reduce complexity, carried out hydrodynamic studies neglecting the infiltration zone in the river bed. Therefore, for reliable flow forecasting in a river passing through a piedmont zone, consideration of surface and ground water interaction in the modelling process is quite important. To overcome above difficulties, a two dimensional coupled surface-subsurface flow model is developed, where surface and subsurface flow are linked via exchange of flux between two systems. Saint-Venant equation is the most common equation to describe free surface flow. In this study free surface flow considering piedmont zone in the computational domain is described by the Saint- Venant equation coupled with Green-Ampt. infiltration equation. The water infiltrated through the recharge zone moves as unsaturated flow and joins the mainstream at downstream. This process is modelled by the two dimensional Richards equation. The two dimensional shallow water equation and Richards equation are nonlinear equation which is not amiable to solve analytically without simplification. In this study Beam and Warming implicit scheme is used to solve free surface flow equation with Green-Ampt. infiltration equation and Alternate Direction Implicit scheme is used for Richards equation en_US dc.language.iso en en_US dc.relation.ispartofseries TH-1792; dc.subject CIVIL ENGINEERING en_US dc.title 2-D coupled surface and sub-surface flow model for river flow simulation with piedmont zone en_US dc.type Thesis en_US
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