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One-dimensional equations of open-channel flow
One-dimensional equations of continuity, momentum and energy for unsteady, spatially-varied flow in fixed-bed open channel of arbitrary configuration are derived from point forms of corresponding hydrodynamic equations; departures from hydrostatic pressure conditions in cross section due to lateral acceleration, viscous deformation, and turbulent Reynolds stresses are reproduced; rate of energy dissipation in cross section is related to wall shear over wetted perimeter; bulk outflow is considered. (35019)
One-dimensional equations of open-channel flow
One-dimensional equations of continuity, momentum and energy for unsteady, spatially-varied flow in fixed-bed open channel of arbitrary configuration are derived from point forms of corresponding hydrodynamic equations; departures from hydrostatic pressure conditions in cross section due to lateral acceleration, viscous deformation, and turbulent Reynolds stresses are reproduced; rate of energy dissipation in cross section is related to wall shear over wetted perimeter; bulk outflow is considered. (35019)
One-dimensional equations of open-channel flow
ASCE, J Hydraul Div
Strelkoff, T. (author)
1969
16 pages
Article (Journal)
English
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One-Dimensional Equations of Open-Channel Flow
| ASCE | 2021
| Springer Verlag | 2009