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    Soil and Groundwater Erosion Rates into a Sewer Pipe Crack

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author:
    Shuai Guo
    ,
    David Z. Zhu
    DOI: 10.1061/(ASCE)HY.1943-7900.0001306
    Publisher: American Society of Civil Engineers
    Abstract: As sewer pipes age, groundwater and the surrounding soil can enter into the sewer system through various defects on the pipe wall. Groundwater infiltration and soil erosion through cracked sewer pipes can result in increased sewage loading and cause sinkhole problems. A reliable model is needed to assess the soil and water erosion rates. By incorporating the related resistances during the erosion process, this paper presents improved expressions for calculating soil and groundwater erosion rates through the crack into a sewer pipe. Good agreement between experimental and predicted results on soil erosion rate is obtained. The analytical models indicate that the soil and water erosion rates are mainly controlled by the following factors: groundwater table or saturated soil height above the crack, particle size, particle shape, submerged repose angle, void ratio, and defect size.
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      Soil and Groundwater Erosion Rates into a Sewer Pipe Crack

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    contributor authorShuai Guo
    contributor authorDavid Z. Zhu
    date accessioned2017-12-30T12:55:34Z
    date available2017-12-30T12:55:34Z
    date issued2017
    identifier other%28ASCE%29HY.1943-7900.0001306.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243483
    description abstractAs sewer pipes age, groundwater and the surrounding soil can enter into the sewer system through various defects on the pipe wall. Groundwater infiltration and soil erosion through cracked sewer pipes can result in increased sewage loading and cause sinkhole problems. A reliable model is needed to assess the soil and water erosion rates. By incorporating the related resistances during the erosion process, this paper presents improved expressions for calculating soil and groundwater erosion rates through the crack into a sewer pipe. Good agreement between experimental and predicted results on soil erosion rate is obtained. The analytical models indicate that the soil and water erosion rates are mainly controlled by the following factors: groundwater table or saturated soil height above the crack, particle size, particle shape, submerged repose angle, void ratio, and defect size.
    publisherAmerican Society of Civil Engineers
    titleSoil and Groundwater Erosion Rates into a Sewer Pipe Crack
    typeJournal Paper
    journal volume143
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001306
    page06017008
    treeJournal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 007
    contenttypeFulltext
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