Generalized Rectangular Weir EquationsSource: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 008Author:Prabhata K. Swamee
DOI: 10.1061/(ASCE)0733-9429(1988)114:8(945)Publisher: American Society of Civil Engineers
Abstract: Most of the existing weir formulas lose their significance as the ratios of head to height or head to width become large. A full range equation valid for all values of head-to-height ratio has been developed for a sharp crested weir. Also for finite crested weirs a full range equation valid for all values to head-to-width ratio has been presented. This equation covers narrow crested, broad crested and long crested weirs. Providing a smooth transition between sharp crested and finite crested weir equations, a generalized rectangular weir equation has been evolved. This equation is applicable to all head-to-height ratios and all head-to-width ratios or sharp crested and finite crested weirs. This equation is applicable to all types of rectangular weirs-sharp crested or broad crested, and sills. It is hoped that the equation will be useful for analysis and design purposes.
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| contributor author | Prabhata K. Swamee | |
| date accessioned | 2017-05-08T20:40:18Z | |
| date available | 2017-05-08T20:40:18Z | |
| date copyright | August 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9429%281988%29114%3A8%28945%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23034 | |
| description abstract | Most of the existing weir formulas lose their significance as the ratios of head to height or head to width become large. A full range equation valid for all values of head-to-height ratio has been developed for a sharp crested weir. Also for finite crested weirs a full range equation valid for all values to head-to-width ratio has been presented. This equation covers narrow crested, broad crested and long crested weirs. Providing a smooth transition between sharp crested and finite crested weir equations, a generalized rectangular weir equation has been evolved. This equation is applicable to all head-to-height ratios and all head-to-width ratios or sharp crested and finite crested weirs. This equation is applicable to all types of rectangular weirs-sharp crested or broad crested, and sills. It is hoped that the equation will be useful for analysis and design purposes. | |
| publisher | American Society of Civil Engineers | |
| title | Generalized Rectangular Weir Equations | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 8 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1988)114:8(945) | |
| tree | Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 008 | |
| contenttype | Fulltext |