| contributor author | Leonardo P. Chamorro | |
| contributor author | Fernando Porté-Agel | |
| date accessioned | 2017-05-08T21:50:43Z | |
| date available | 2017-05-08T21:50:43Z | |
| date copyright | May 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29hy%2E1943-7900%2E0000204.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/64006 | |
| description abstract | We derive a simple analytical correction of a well-known standard formulation of the gravity wave height produced in a prismatic channel due to a sudden discharge stoppage at the downstream end of the channel. The proposed analytical correction considers the vertical growth of the wave and, as a result, takes into account the effect of the channel bed slope on the wave height. This simple correction is useful to be considered in preliminary designs of relatively long channels subject to unsteady flow conditions. | |
| publisher | American Society of Civil Engineers | |
| title | Channel Bed Slope Effect on the Height of Gravity Waves Produced by a Sudden Downstream Discharge Stoppage | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 5 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)HY.1943-7900.0000178 | |
| tree | Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 005 | |
| contenttype | Fulltext | |