Continuous Crest Profile for Standard SpillwaySource: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 011Author:Willi H. Hager
DOI: 10.1061/(ASCE)0733-9429(1987)113:11(1453)Publisher: American Society of Civil Engineers
Abstract: As a modification of the currently recommended U.S. Army Corps of Engineers Waterways Experiment Station (W.E.S.) standard spillway crest profile, a crest geometry of which the curvature is continuous is proposed. Such a crest shape is particularly useful to predict the bottom pressure distribution. Moreover, negative pressure peaks might be reduced significantly from those as encountered in the present design.
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| contributor author | Willi H. Hager | |
| date accessioned | 2017-05-08T20:39:43Z | |
| date available | 2017-05-08T20:39:43Z | |
| date copyright | November 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9429%281987%29113%3A11%281453%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22715 | |
| description abstract | As a modification of the currently recommended U.S. Army Corps of Engineers Waterways Experiment Station (W.E.S.) standard spillway crest profile, a crest geometry of which the curvature is continuous is proposed. Such a crest shape is particularly useful to predict the bottom pressure distribution. Moreover, negative pressure peaks might be reduced significantly from those as encountered in the present design. | |
| publisher | American Society of Civil Engineers | |
| title | Continuous Crest Profile for Standard Spillway | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 11 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1987)113:11(1453) | |
| tree | Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 011 | |
| contenttype | Fulltext |