| contributor author | Derek D. Johns | |
| contributor author | Steven R. Abt | |
| contributor author | Chester C. Watson | |
| contributor author | Phil G. Combs | |
| date accessioned | 2017-05-08T20:41:52Z | |
| date available | 2017-05-08T20:41:52Z | |
| date copyright | July 1993 | |
| date issued | 1993 | |
| identifier other | %28asce%290733-9429%281993%29119%3A7%28864%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23840 | |
| description abstract | The Agricultural Research Service (ARS)‐type low‐drop structure was developed and utilized to stabilize incising channels in northern Mississippi. The structure consists of a sheet pile stabilizer weir and stilling basin protected by riprap. Field inspections and laboratory tests have indicated that the current sizing criteria for riprap protection in the impingement area of the stilling basin may be inadequate during flood events. A 1:12 Froude scale model study was conducted with prototype median riprap sizes ranging from 0.61 m (23.9 in.) to 0.JHEND8 119 m (36.5 in.), prototype discharges ranging from JHEND8 119.7 m | |
| publisher | American Society of Civil Engineers | |
| title | Riprap Sizing for ARS‐Type Low‐Drop Stilling Basins | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 7 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1993)119:7(864) | |
| tree | Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 007 | |
| contenttype | Fulltext | |
