| contributor author | Roger A. Kuhnle | |
| contributor author | Joe C. Willis | |
| date accessioned | 2017-05-08T20:41:20Z | |
| date available | 2017-05-08T20:41:20Z | |
| date copyright | October 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9429%281992%29118%3A10%281443%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23568 | |
| description abstract | Goodwin Creek is a steep (bed slope of study reach = 0.003) gravel-bed stream in the bluff-line hills east of the Mississippi River floodplain in the north-central part of the state of Mississippi. Records of the flow for a nine-year period and 488 bed-load transport samples collected during a four-year period allow a comparison between weighted and nonweighted calculations of the size distribution of the bed load. The mean size distribution of the bed load on Goodwin Creek was calculated using the size distribution of the bed load weighted by transport rate and flow frequency. The size of the bed load was found to be slightly finer ( | |
| publisher | American Society of Civil Engineers | |
| title | Mean Size Distribution of Bed Load on Goodwin Creek | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 10 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1992)118:10(1443) | |
| tree | Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 010 | |
| contenttype | Fulltext | |
