| contributor author | C. Bautista-Capetillo | |
| contributor author | O. Robles | |
| contributor author | H. Júnez-Ferreira | |
| contributor author | E. Playán | |
| date accessioned | 2017-05-08T21:53:36Z | |
| date available | 2017-05-08T21:53:36Z | |
| date copyright | March 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29is%2E1943-555x%2E0000040.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/65594 | |
| description abstract | Triangular weirs are commonly used to measure discharge in open channel flow, representing an inexpensive, reliable methodology to monitor water allocation. In this work, a low-speed photographic technique was used to characterize the upper and lower nappe profiles of flow over fully aerated triangular weirs. A total of 112 experiments were performed covering a range of weir vertex angles (from 30° to 90°), crest elevations (8 or 10 cm), and discharges ( | |
| publisher | American Society of Civil Engineers | |
| title | Discharge Coefficient Analysis for Triangular Sharp-Crested Weirs Using Low-Speed Photographic Technique | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 3 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)IR.1943-4774.0000683 | |
| tree | Journal of Irrigation and Drainage Engineering:;2014:;Volume ( 140 ):;issue: 003 | |
| contenttype | Fulltext | |
