| contributor author | Miressa Ebisa Fola | |
| contributor author | Colin D. Rennie | |
| date accessioned | 2017-05-08T21:50:45Z | |
| date available | 2017-05-08T21:50:45Z | |
| date copyright | August 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29hy%2E1943-7900%2E0000222.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/64026 | |
| description abstract | Empirical downstream hydraulic geometry equations for consolidated clay-dominated cohesive bed (nonalluvial) natural streams are presented using data from six rivers in eastern Ontario, Canada and four rivers from other regions. The width exponent (0.57) was comparable to the exponents reported for previous studies; however, the depth exponent (0.52) was greater for clay-dominated cohesive bed than for typical alluvial gravel-bed and sand-bed rivers. The width to depth ratio of smaller channels | |
| publisher | American Society of Civil Engineers | |
| title | Downstream Hydraulic Geometry of Clay-Dominated Cohesive Bed Rivers | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 8 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)HY.1943-7900.0000199 | |
| tree | Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 008 | |
| contenttype | Fulltext | |
