| contributor author | M. Emin Emiroglu | |
| contributor author | Nihat Kaya | |
| contributor author | Hayrullah Agaccioglu | |
| date accessioned | 2017-05-08T21:52:35Z | |
| date available | 2017-05-08T21:52:35Z | |
| date copyright | January 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29ir%2E1943-4774%2E0000139.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/64995 | |
| description abstract | Side weirs, also known as lateral weirs, are flow diversion devices widely used in irrigation as a head regulator of distributaries and escapes, land drainage, and urban sewage systems. The studies on the subject have been generally focused on rectangular and triangular side weirs located on a straight channel. However, the same is not true for labyrinth side weirs. The current studies deal with sediment transport and scour problems around side weirs and lateral structures. The investigation of the hydraulic effects of labyrinth side weirs to increase discharge capacity of them has been studied in this particular work. In the study, 2,830 laboratory tests were conducted for determining discharge coefficient of labyrinth side weirs, and results were analyzed to find the influence of the dimensionless weir length | |
| publisher | American Society of Civil Engineers | |
| title | Discharge Capacity of Labyrinth Side Weir Located on a Straight Channel | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 1 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)IR.1943-4774.0000112 | |
| tree | Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 001 | |
| contenttype | Fulltext | |
