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The present study uses a laboratory scale experimental model and an analytical model to study the steady flow at a breached levee. Flow past a zero height side weir is considered for the purpose. Water surface elevation and the three-dimensional velocity field are measured by a point gauge and...
The present study assesses the vulnerability of the river bank area most sensitive to erosion by combining the data obtained from existing literature and performing numerical simulation using finite element-based numerical code. Various geotechnical parameters, like average particle size (D50),...
The integrative analysis considering the spatial and temporal representation of the hydrological and hydrogeological process is a challenge for the water resources management process and the water allocation policy. The join of distributed hydrological, hydrogeological and optimization models is...
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