| contributor author | Amruthur S. Ramamurthy | |
| contributor author | Weimin Zhu | |
| contributor author | Diep Vo | |
| date accessioned | 2017-05-08T20:42:23Z | |
| date available | 2017-05-08T20:42:23Z | |
| date copyright | August 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9429%281995%29121%3A8%28608%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24180 | |
| description abstract | A theoretical expression for the outflow through a rectangular lateral weir located in a circular open channel is derived using the results of an existing theory of lateral efflux through a two-dimensional conduit outlet. The development of the present model is similar to a procedure that earlier yielded the theoretical expression for the outflow through a rectangular lateral weir located in a rectangular open channel, on the basis of the free streamline theory. In the present case, the theoretical weir discharge coefficient is expressed as a function of parameters relating the geometry of the rectangular lateral weir and the circular open channel and a velocity parameter, which is a function of the dimensionless flow depth, the dimensionless weir sill height, and the Froude number of the approach flow. Experimental results are presented to verify the proposed model. | |
| publisher | American Society of Civil Engineers | |
| title | Rectangular Lateral Weirs in Circular Open Channels | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 8 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1995)121:8(608) | |
| tree | Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 008 | |
| contenttype | Fulltext | |
