Add to ORKGThe problem of wide open channels subject to seepage losses into a permeable layer of finite thickness underlain by a highly permeable layer is investigated in this paper. An experimental channel model is designed and constructed to simulate practical conditions and water surface profiles, corresponding to various discharges, channels slopes and bottom slit widths, are traced and presented in the form of non-dimensional graphs. Analysis of the experimental data indicates that in all cases straight line profiles are the simplest with practically acceptable differences from the actual profile
The channel shape minimizing the seepage losses for a given cross-section area is determined under t...
A complex-variable method and series expansions are applied to optimal- shape design problems for a ...
A complex-variable method and series expansions are applied to optimal- shape design problems for a ...
The problem of wide open channels subject to seepage losses into a permeable layer of finite thickne...
The problem of evaluating the flow profile for a wide channel subject to seepage into a permeable to...
The problem of evaluating the flow profile for a wide channel subject to seepage into a permeable to...
Eight textbooks on open channel hydraulics have been reviewed, and it was found that no book is able...
Eight textbooks on open channel hydraulics have been reviewed, and it was found that no book is able...
This paper addresses the analysis of a wide channel subject to seepage and evaporation losses, the c...
This paper addresses the analysis of a wide channel subject to seepage and evaporation losses, the c...
In this study, experiments were performed in a curvilinear cross-sectional threshold alluvial channe...
In this study, experiments were performed in a curvilinear cross-sectional threshold alluvial channe...
ABSTRACTThis study utilized the Slide2 model to simulate surface water and groundwater interactions ...
ed ch pe of c pertie on the proc n; Op sidering seepage and presented results in tabular and graphic...
The problem of non-uniform seepage along a trapezoidal channel excavated in a permeable soil of infi...
The channel shape minimizing the seepage losses for a given cross-section area is determined under t...
A complex-variable method and series expansions are applied to optimal- shape design problems for a ...
A complex-variable method and series expansions are applied to optimal- shape design problems for a ...
The problem of wide open channels subject to seepage losses into a permeable layer of finite thickne...
The problem of evaluating the flow profile for a wide channel subject to seepage into a permeable to...
The problem of evaluating the flow profile for a wide channel subject to seepage into a permeable to...
Eight textbooks on open channel hydraulics have been reviewed, and it was found that no book is able...
Eight textbooks on open channel hydraulics have been reviewed, and it was found that no book is able...
This paper addresses the analysis of a wide channel subject to seepage and evaporation losses, the c...
This paper addresses the analysis of a wide channel subject to seepage and evaporation losses, the c...
In this study, experiments were performed in a curvilinear cross-sectional threshold alluvial channe...
In this study, experiments were performed in a curvilinear cross-sectional threshold alluvial channe...
ABSTRACTThis study utilized the Slide2 model to simulate surface water and groundwater interactions ...
ed ch pe of c pertie on the proc n; Op sidering seepage and presented results in tabular and graphic...
The problem of non-uniform seepage along a trapezoidal channel excavated in a permeable soil of infi...
The channel shape minimizing the seepage losses for a given cross-section area is determined under t...
A complex-variable method and series expansions are applied to optimal- shape design problems for a ...
A complex-variable method and series expansions are applied to optimal- shape design problems for a ...