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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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