| contributor author | Arif A. Anwar | |
| contributor author | Derek Clarke | |
| date accessioned | 2017-05-08T20:49:41Z | |
| date available | 2017-05-08T20:49:41Z | |
| date copyright | December 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9437%282005%29131%3A6%28560%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/28393 | |
| description abstract | A power-law channel is a generalized form of the parabolic channel. The exponent of the governing equation is a variable that for certain maximum permissible side slopes can be determined by maximizing the cross-sectional area of flow (or minimizing the wetted perimeter). Using this exponent rather than the constant allows a hydraulically more efficient open channel section to be designed. In earlier work on power-law channels freeboard was neglected to simplify the analysis. However as pointed out by several authors, a channel without freeboard is of academic interest only and not practical. All open channels are in practice designed and constructed with freeboard as a factor of safety. In this paper freeboard has been introduced as an additional parameter to be taken into account when designing a power-law channel. The work from this paper is applied to an earlier example of a parabolic channel to demonstrate a practical design. | |
| publisher | American Society of Civil Engineers | |
| title | Design of Hydraulically Efficient Power-Law Channels with Freeboard | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 6 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(2005)131:6(560) | |
| tree | Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 006 | |
| contenttype | Fulltext | |