| contributor author | Stephen T. Maynord | |
| date accessioned | 2017-05-08T20:42:38Z | |
| date available | 2017-05-08T20:42:38Z | |
| date copyright | August 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%290733-9429%281996%29122%3A8%28460%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24312 | |
| description abstract | Minimum bed elevation in stabilized bendways is needed in the design of bank protection. Two empirical methods have been identified for scour-depth estimation that are consistent with available resources on a typical bank-protection project. The 1990 empirical method by Watanabe, Hasegawa, and Houjyou provided a good fit of the observed data used herein. Maximum depth in the bend is a function of | |
| publisher | American Society of Civil Engineers | |
| title | Toe-Scour Estimation in Stabilized Bendways | |
| type | Journal Paper | |
| journal volume | 122 | |
| journal issue | 8 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1996)122:8(460) | |
| tree | Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 008 | |
| contenttype | Fulltext | |
