| contributor author | Robert G. Millar | |
| contributor author | Michael C. Quick | |
| date accessioned | 2017-05-08T20:41:42Z | |
| date available | 2017-05-08T20:41:42Z | |
| date copyright | December 1993 | |
| date issued | 1993 | |
| identifier other | %28asce%290733-9429%281993%29119%3A12%281343%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23764 | |
| description abstract | A bank‐stability analysis is incorporated into an analytical procedure for modeling the hydraulic geometry of an alluvial gravel‐bed channel. The new analysis includes a procedure that calculates the mean bed and bank shear stress as well as assessing the bank stability. The bank‐stability criterion accounts for the increased stability of the channel banks due to consolidation of the bank sediment, cementing by fines, and binding of the sediment by root masses. The two key parameters in the bank‐stability analysis are the median grain diameter of the bank sediment | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Bank Stability on Geometry of Gravel Rivers | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 12 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1993)119:12(1343) | |
| tree | Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 012 | |
| contenttype | Fulltext | |
