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    Hydraulic Analysis of Suspended Sediment Removal from Storm Water in a Standard Sump

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author:
    Adam K. Howard
    ,
    Omid Mohseni
    ,
    John S. Gulliver
    ,
    Heinz G. Stefan
    DOI: 10.1061/(ASCE)HY.1943-7900.0000544
    Publisher: American Society of Civil Engineers
    Abstract: Standard sumps (manholes) are common features of urban storm water collection systems, and there are anecdotes suggesting that standard sumps can improve storm water quality. However, no data on the effectiveness of sumps as treatment devices for suspended sediment removal and the associated required maintenance schedule of the sumps could be found. Such data could justify giving pollution prevention credit for the use of standard sumps to transportation departments of cities, counties, and state agencies. To assess the effectiveness of standard sumps as storm water treatment devices, a laboratory study was conducted. Three goals were achieved in this study: (1) sediment capture and sediment washout were measured in four configurations of a straight flow through standard sump; (2) performance functions for the efficiency of suspended sediment removal in a standard sump were developed; and (3) performance functions for sediment washout from a standard sump were developed. To determine whether they remove suspended sediment from storm water runoff, two standard sumps of different sizes were tested in a laboratory setting. Removal efficiency under low flow conditions and washout rates under high flow conditions were measured. The sumps did remove suspended sediment at low flows, but at high flows the washout rate was substantial. The data collected were used to develop two performance functions: one for suspended sediment removal (deposition) in a sump at low flow, and one for sediment washout from the sump at high flow. Four sump configurations were tested under a wide range of flow characteristics. The principal independent variables such as sump dimensions, sediment settling velocities, and hydraulic parameters were grouped into dimensionless numbers that were related to performance of all designs tested. These performance functions can be used to select appropriate designs and analyze the performance of existing standard sumps. Overall, the data collected show that standard sumps can be used as pretreatment devices for storm water if properly selected and maintained.
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      Hydraulic Analysis of Suspended Sediment Removal from Storm Water in a Standard Sump

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64400
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    contributor authorAdam K. Howard
    contributor authorOmid Mohseni
    contributor authorJohn S. Gulliver
    contributor authorHeinz G. Stefan
    date accessioned2017-05-08T21:51:25Z
    date available2017-05-08T21:51:25Z
    date copyrightJune 2012
    date issued2012
    identifier other%28asce%29hy%2E1943-7900%2E0000569.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64400
    description abstractStandard sumps (manholes) are common features of urban storm water collection systems, and there are anecdotes suggesting that standard sumps can improve storm water quality. However, no data on the effectiveness of sumps as treatment devices for suspended sediment removal and the associated required maintenance schedule of the sumps could be found. Such data could justify giving pollution prevention credit for the use of standard sumps to transportation departments of cities, counties, and state agencies. To assess the effectiveness of standard sumps as storm water treatment devices, a laboratory study was conducted. Three goals were achieved in this study: (1) sediment capture and sediment washout were measured in four configurations of a straight flow through standard sump; (2) performance functions for the efficiency of suspended sediment removal in a standard sump were developed; and (3) performance functions for sediment washout from a standard sump were developed. To determine whether they remove suspended sediment from storm water runoff, two standard sumps of different sizes were tested in a laboratory setting. Removal efficiency under low flow conditions and washout rates under high flow conditions were measured. The sumps did remove suspended sediment at low flows, but at high flows the washout rate was substantial. The data collected were used to develop two performance functions: one for suspended sediment removal (deposition) in a sump at low flow, and one for sediment washout from the sump at high flow. Four sump configurations were tested under a wide range of flow characteristics. The principal independent variables such as sump dimensions, sediment settling velocities, and hydraulic parameters were grouped into dimensionless numbers that were related to performance of all designs tested. These performance functions can be used to select appropriate designs and analyze the performance of existing standard sumps. Overall, the data collected show that standard sumps can be used as pretreatment devices for storm water if properly selected and maintained.
    publisherAmerican Society of Civil Engineers
    titleHydraulic Analysis of Suspended Sediment Removal from Storm Water in a Standard Sump
    typeJournal Paper
    journal volume138
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000544
    treeJournal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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