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    Design Storms and Water Quality Control

    Source: Journal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 001
    Author:
    Paolo S. Calabrò
    DOI: 10.1061/(ASCE)1084-0699(2004)9:1(28)
    Publisher: American Society of Civil Engineers
    Abstract: The lack of data can make it impossible, in many cases, to use continuous simulation to predict the impact of stormwater discharged into a receiving water body. The aim of this study is to analyze the impact on receiving water bodies of hydrographs and pollutographs generated by design storms. A recently developed model able to simulate the presence of total suspended solids in stormwater has been used to test different possible design storms and decide which storms provide the highest impact on the receiving water body. Issues related to the evaluation of the length of the previous dry period are briefly examined. The tests carried out show that design storms with triangular or Chicago shapes and durations, similar to the time of concentration of the catchment, are in several cases the worst regarding impact on the receiving water body.
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      Design Storms and Water Quality Control

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    contributor authorPaolo S. Calabrò
    date accessioned2017-05-08T21:23:40Z
    date available2017-05-08T21:23:40Z
    date copyrightJanuary 2004
    date issued2004
    identifier other%28asce%291084-0699%282004%299%3A1%2828%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49759
    description abstractThe lack of data can make it impossible, in many cases, to use continuous simulation to predict the impact of stormwater discharged into a receiving water body. The aim of this study is to analyze the impact on receiving water bodies of hydrographs and pollutographs generated by design storms. A recently developed model able to simulate the presence of total suspended solids in stormwater has been used to test different possible design storms and decide which storms provide the highest impact on the receiving water body. Issues related to the evaluation of the length of the previous dry period are briefly examined. The tests carried out show that design storms with triangular or Chicago shapes and durations, similar to the time of concentration of the catchment, are in several cases the worst regarding impact on the receiving water body.
    publisherAmerican Society of Civil Engineers
    titleDesign Storms and Water Quality Control
    typeJournal Paper
    journal volume9
    journal issue1
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2004)9:1(28)
    treeJournal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 001
    contenttypeFulltext
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