| contributor author | John P. Ahrens | |
| contributor author | Martha S. Heimbaugh | |
| date accessioned | 2017-05-08T21:09:12Z | |
| date available | 2017-05-08T21:09:12Z | |
| date copyright | July 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-950x%281988%29114%3A4%28524%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/40685 | |
| description abstract | Runup is one of the most important factors affecting the design of revetments exposed to wave action. Generally, riprap revetments are designed so that little or no runup exceeds the top of the protection. In the past this has been a difficult prediction to make, but now a new method for calculating the approximate upper limit of wave runup on riprap has been formulated. This method is based on laboratory data and is easy to apply through use of a recommended or an alternative formula. The recommended formula uses the Airy wavelength, | |
| publisher | American Society of Civil Engineers | |
| title | Irregular Wave Runup on Riprap Revetments | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 4 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1988)114:4(524) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 004 | |
| contenttype | Fulltext | |
