| contributor author | M. Bijankhan | |
| contributor author | C. Di Stefano | |
| contributor author | V. Ferro | |
| contributor author | S. Kouchakzadeh | |
| date accessioned | 2017-05-08T21:53:35Z | |
| date available | 2017-05-08T21:53:35Z | |
| date copyright | March 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29is%2E1943-555x%2E0000032.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/65585 | |
| description abstract | The flow process of weirs of finite crest length is analyzed on the basis of the dimensional analysis and incomplete self-similarity theory. The crest length is incorporated in the functional stage-discharge relationship for weirs of finite crest length. The theoretically deduced stage-discharge formula was then calibrated using the experimental data compiled in this research. According to the current experimental data it is also concluded that the performance of the proposed stage-discharge formula is better than the previous dimensional stage-discharge formulae. Also, the proposed stage-discharge formula is applicable for all types of the weirs, i.e., long-crested, broad-crested, short-crested, and sharp-crested ones. | |
| publisher | American Society of Civil Engineers | |
| title | New Stage-Discharge Relationship for Weirs of Finite Crest Length | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 3 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)IR.1943-4774.0000670 | |
| tree | Journal of Irrigation and Drainage Engineering:;2014:;Volume ( 140 ):;issue: 003 | |
| contenttype | Fulltext | |