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    Error Estimate in Einstein's Suspended Sediment Load Method

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author:
    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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      Error Estimate in Einstein's Suspended Sediment Load Method

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    contributor authorNadim M. Aziz
    date accessioned2017-05-08T20:42:34Z
    date available2017-05-08T20:42:34Z
    date copyrightMay 1996
    date issued1996
    identifier other%28asce%290733-9429%281996%29122%3A5%28282%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24278
    description abstractComputation 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.
    publisherAmerican Society of Civil Engineers
    titleError Estimate in Einstein's Suspended Sediment Load Method
    typeJournal Paper
    journal volume122
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1996)122:5(282)
    treeJournal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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