Error Estimate in Einstein's Suspended Sediment Load MethodSource: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 005Author:Nadim M. Aziz
DOI: 10.1061/(ASCE)0733-9429(1996)122:5(282)Publisher: American Society of Civil Engineers
Abstract: Computation of suspended sediment load in open channels relies on the integration of the product of the suspended sediment concentrations and the fluid velocity profile. Sediment in the flow, however, travels at a lower velocity than the fluid. Errors due to the relative velocity between sediment particles and fluid are evaluated based on experimental data. The procedure for calculating the errors in Einstein's method does not involve calculating the actual suspended load; instead, it relies on determining the relative error between the loads by using both the fluid velocity profile and the sediment velocity profile. Although there is an abundance of data on the velocity profiles in open channel flows, with and without sediment in the flow, data on sediment velocity profiles is scarce. The analysis of the available data indicates that Einstein's method for computing the suspended sediment load overestimates the load by about 40, in some cases. Further data collection and subsequent analysis is needed to more accurately formulate the difference in sediment loads based on Einstein's method.
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contributor author | Nadim M. Aziz | |
date accessioned | 2017-05-08T20:42:34Z | |
date available | 2017-05-08T20:42:34Z | |
date copyright | May 1996 | |
date issued | 1996 | |
identifier other | %28asce%290733-9429%281996%29122%3A5%28282%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24278 | |
description abstract | Computation of suspended sediment load in open channels relies on the integration of the product of the suspended sediment concentrations and the fluid velocity profile. Sediment in the flow, however, travels at a lower velocity than the fluid. Errors due to the relative velocity between sediment particles and fluid are evaluated based on experimental data. The procedure for calculating the errors in Einstein's method does not involve calculating the actual suspended load; instead, it relies on determining the relative error between the loads by using both the fluid velocity profile and the sediment velocity profile. Although there is an abundance of data on the velocity profiles in open channel flows, with and without sediment in the flow, data on sediment velocity profiles is scarce. The analysis of the available data indicates that Einstein's method for computing the suspended sediment load overestimates the load by about 40, in some cases. Further data collection and subsequent analysis is needed to more accurately formulate the difference in sediment loads based on Einstein's method. | |
publisher | American Society of Civil Engineers | |
title | Error Estimate in Einstein's Suspended Sediment Load Method | |
type | Journal Paper | |
journal volume | 122 | |
journal issue | 5 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(1996)122:5(282) | |
tree | Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 005 | |
contenttype | Fulltext |