| contributor author | J. C. Bathurst | |
| contributor author | A. Burton | |
| contributor author | T. J. Ward | |
| date accessioned | 2017-05-08T20:42:48Z | |
| date available | 2017-05-08T20:42:48Z | |
| date copyright | May 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9429%281997%29123%3A5%28410%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24434 | |
| description abstract | Five models are investigated for determining the percentage delivery of sediment to streams for shallow landslides that evolve into debris flows. Models I–III are based on debris flow run-out distance, Model IV on snow avalanche run-out distance. For these it is assumed that percentage delivery is 100% for slopes above 10° and zero for slopes below 4°. For intermediate slopes, delivery is based on the run-out distance estimate. Model V, derived from field data, estimates percentage delivery directly without the need for slope conditions. The model performances are investigated using 100 hypothetical hillslopes and a limited database on landslide sediment delivery in Idaho. Model IV performs best but Model I is a close second and its design (run-out distance varying with elevation drop) may be preferable for modeling purposes. Model II (run-out distance varying with debris flow slope and volume) provides a conservative upper limit on percentage delivery. Parallel use of models to provide bounds on the percentage delivery estimate is recommended. The assumption of no deposition at slopes above 10° is found to be not entirely correct and requires further research. | |
| publisher | American Society of Civil Engineers | |
| title | Debris Flow Run-Out and Landslide Sediment Delivery Model Tests | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 5 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1997)123:5(410) | |
| tree | Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 005 | |
| contenttype | Fulltext | |