| contributor author | Amruthur S. Ramamurthy | |
| contributor author | Udoyara S. Tim | |
| contributor author | M. V. J. Rao | |
| date accessioned | 2017-05-08T20:58:47Z | |
| date available | 2017-05-08T20:58:47Z | |
| date copyright | February 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9372%281987%29113%3A1%28155%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34120 | |
| description abstract | A method to analyze the flow through lateral weir‐orifice units (partitioned weirs) in a flow distribution channel is presented. For purposes of analysis, a single unit of weir‐orifice combination is considered. Flow through rectangular lateral weir‐orifices is obtained using an existing hydrodynamic model for the lateral efflux from a two‐dimensional channel. The design procedure for proportioning the weir‐orifice unit for a given inflow is discussed. It is shown that weir‐orifice units can be properly designed to ensure an outflow that is a prescribed percentage of the channel inflow over a range of upstream flow depths. The experimental data obtained in a test flume provide a verification of the theoretical relationship between the geometric and hydrodynamic parameters of the weir‐orifice flow. The predicted relationships are valid for flow through a lateral weir‐orifice unit that can be as wide as the main channel. | |
| publisher | American Society of Civil Engineers | |
| title | Weir‐Orifice Units for Uniform Flow Distribution | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 1 | |
| journal title | Journal of Environmental Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9372(1987)113:1(155) | |
| tree | Journal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 001 | |
| contenttype | Fulltext | |
