| contributor author | Prabhata K. Swamee | |
| contributor author | Chandra Shekhar P. Ojha | |
| contributor author | Sudhir Kumar | |
| date accessioned | 2017-05-08T20:43:16Z | |
| date available | 2017-05-08T20:43:16Z | |
| date copyright | September 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%290733-9429%281998%29124%3A9%28973%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24704 | |
| description abstract | Flow through gate openings has been the subject of study by many investigators. Gates are often located on raised crests, as in the case of spillways. In such a situation, the flow is expected to behave similarly to flow through rectangular slots. As flow through a rectangular slot is a particular case of flow through a large orifice, any understanding of it will help in its generalization. Furthermore, because the flow through a slot is intermediate to that of a sluice gate and a rectangular sharp-crested weir, it can be used as a basis of unification. In the present study a discharge equation for flow through rectangular slots has been obtained. In special cases this equation converts to the discharge equations of a sluice gate and a rectangular sharp-crested weir. | |
| publisher | American Society of Civil Engineers | |
| title | Discharge Equation for Rectangular Slots | |
| type | Journal Paper | |
| journal volume | 124 | |
| journal issue | 9 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1998)124:9(973) | |
| tree | Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 009 | |
| contenttype | Fulltext | |