| contributor author | D. J. Hagerty | |
| contributor author | M. F. Spoor | |
| contributor author | A. C. Parola | |
| date accessioned | 2017-05-08T20:42:16Z | |
| date available | 2017-05-08T20:42:16Z | |
| date copyright | February 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9429%281995%29121%3A2%28196%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24095 | |
| description abstract | Retention of pools to allow navigation has produced a characteristic, anomalous topography on a number of rivers (e.g., Ohio, Illinois, Kanawha). A gently sloping subaqueous bench at and just below minimum pool stage has been observed at hundreds of sites on these rivers. Bench formation is the result of bank failure and erosion processes including seepage-induced erosion, localized failure of undermined layers, reworking of failed soils by waves, and erosion by current forces. Benches are prevalent along alluvial banks composed of layered soils. The shallow-water zones over these benches are ecologically significant. Design and construction of bank protection measures must address the mechanisms that produce these benches. | |
| publisher | American Society of Civil Engineers | |
| title | Near-Bank Impacts of River Stage Control | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 2 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1995)121:2(196) | |
| tree | Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 002 | |
| contenttype | Fulltext | |