Submergence in broad-crested weirs using 1D classical Hydraulics equations
An analitycal procedure is proposed to study the submergence of broad-crested weirs by means of the Momentum Equation. Both the modular limit of the weir and the flow-rate discharge curve in non-submerged condition are calculated numerically. Head losses due to friction on the weir are considered. T...
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| Main Authors: | , |
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| Format: | Article |
| Language: | Spanish |
| Published: |
Universitat Politècnica de València
2022-01-01
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| Series: | Ingeniería del Agua |
| Subjects: | |
| Online Access: | https://polipapers.upv.es/index.php/IA/article/view/16788 |
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