| dc.contributor.author | Robert A. Dalrymple | |
| dc.date.accessioned | 2017-05-08T22:05:20Z | |
| dc.date.available | 2017-05-08T22:05:20Z | |
| dc.date.copyright | March 1992 | |
| dc.date.issued | 1992 | |
| dc.identifier.other | 21269476.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/70993 | |
| dc.description.abstract | Using the results of large‐scale wave tank tests of monochromatic waves breaking on sandy beaches, Larson and Kraus have shown that storm (barred) and normal (nonbarred) equilibrium beach profiles can be segregated in terms of two‐dimensionless parameters, which involve wave and sediment characteristics. Here, by rearranging their results, a single dimensionless parameter is developed that predicts the occurrence of storm or normal profiles. The profile parameter | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Prediction of Storm/Normal Beach Profiles | |
| dc.type | Journal Paper | |
| dc.journal.volume | 118 | |
| dc.journal.issue | 2 | |
| dc.journal.title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)0733-950X(1992)118:2(193) | |
| dc.tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 002 | |
| dc.contenttype | Fulltext | |