| contributor author | Todd L. Walton, Jr. | |
| date accessioned | 2017-05-08T21:10:28Z | |
| date available | 2017-05-08T21:10:28Z | |
| date copyright | January 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290733-950x%282004%29130%3A1%2854%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41513 | |
| description abstract | Three forms of the hydraulic Escoffier curve relating the cross-sectional area of a tidal inlet to it’s connecting channel velocity are discussed along with assumptions and simplifications. Examples are provided of the methods for the same inlet parameters. These examples show large variability in the inlet stability depending on the method chosen. A recommendation is provided for the optimal methodology along with rationale for the choice. | |
| publisher | American Society of Civil Engineers | |
| title | Escoffier Curves and Inlet Stability | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 1 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(2004)130:1(54) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 001 | |
| contenttype | Fulltext | |
