| contributor author | Jesse D. Roberts | |
| contributor author | Richard A. Jepsen | |
| contributor author | Scott C. James | |
| date accessioned | 2017-05-08T20:44:27Z | |
| date available | 2017-05-08T20:44:27Z | |
| date copyright | November 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-9429%282003%29129%3A11%28862%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25474 | |
| description abstract | Soil and sediments play an important role in water management and water quality. Issues such as water turbidity, associated contaminants, reservoir sedimentation, undesirable erosion and scour, and aquatic habitat are all linked to sediment properties and behaviors. In situ analysis is necessary to develop an understanding of the erosion and transport of sediments. Sandia National Laboratories has recently patented the Adjustable Shear Stress Erosion and Transport (ASSET) Flume that quantifies in situ erosion of a sediment core with depth while affording simultaneous examination of transport modes (bedload versus suspended load) of the eroded material. Core erosion rates and ratios of bedload to suspended load transport of quartz sediments were studied with the ASSET Flume. The erosion and transport of a fine-grained natural cohesive sediment were also observed. Experiments using quartz sands revealed that the ratio of suspended load to bedload sediment transport is a function of grain diameter and shear stress at the sediment surface. Data collected from the ASSET Flume were used to formulate a novel empirical relation for predicting the ratio of bedload to suspended load as a function of shear stress and grain diameter for noncohesive sediments. | |
| publisher | American Society of Civil Engineers | |
| title | Measurements of Sediment Erosion and Transport with the Adjustable Shear Stress Erosion and Transport Flume | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 11 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2003)129:11(862) | |
| tree | Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 011 | |
| contenttype | Fulltext | |