Potential‐Flow Solution to 2D Transition from Mild to Steep SlopeSource: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 005Author:J. S. Montes
DOI: 10.1061/(ASCE)0733-9429(1994)120:5(601)Publisher: American Society of Civil Engineers
Abstract: A calculation procedure for the analysis of flow near a change in a slope from mild to steep in a wide rectangular channel is presented and evaluated. It is assumed that the viscous effects are negligible and that flow is irrotational. The potential‐flow solution used here is of the inverse type, in which the real
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| contributor author | J. S. Montes | |
| date accessioned | 2017-05-08T20:42:03Z | |
| date available | 2017-05-08T20:42:03Z | |
| date copyright | May 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9429%281994%29120%3A5%28601%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23973 | |
| description abstract | A calculation procedure for the analysis of flow near a change in a slope from mild to steep in a wide rectangular channel is presented and evaluated. It is assumed that the viscous effects are negligible and that flow is irrotational. The potential‐flow solution used here is of the inverse type, in which the real | |
| publisher | American Society of Civil Engineers | |
| title | Potential‐Flow Solution to 2D Transition from Mild to Steep Slope | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 5 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1994)120:5(601) | |
| tree | Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 005 | |
| contenttype | Fulltext |