| contributor author | Şahnaz Tiğrek | |
| contributor author | C. Ersen Firat | |
| contributor author | A. Metin Ger | |
| date accessioned | 2017-05-08T20:50:00Z | |
| date available | 2017-05-08T20:50:00Z | |
| date copyright | February 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-9437%282008%29134%3A1%2889%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/28617 | |
| description abstract | The behavior of free surface flow at a rectangular free overfall is studied experimentally to obtain a relation between the brink depth and the flow rate. A series of experiments were conducted in a tilting flume with wide range of flow rates covering subcritical, critical, supercritical regimes, and two different roughnesses in order to develop a relationship between the discharge and the brink depth. An equation is proposed to determine the flow rate using the brink depth for a channel of known roughness and bed slope. | |
| publisher | American Society of Civil Engineers | |
| title | Use of Brink Depth in Discharge Measurement | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 1 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(2008)134:1(89) | |
| tree | Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 001 | |
| contenttype | Fulltext | |
