Variation of Water Depth on Normal and Skewed Broad Crested Weirs
This paper present the variation between brink and critical depths for free overfall, of water over two models of broad crested weirs with different edge, straight vertical and skewed with an angle (30)o. The discharge was measured for the two models and compared with calculated one observed from th...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Tikrit University
2007-03-01
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| Series: | Tikrit Journal of Engineering Sciences |
| Subjects: | |
| Online Access: | https://tj-es.com/ojs/index.php/tjes/article/view/668 |