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contributor authorShan He
contributor authorAkira Koizumi
date accessioned2017-05-08T21:58:07Z
date available2017-05-08T21:58:07Z
date copyrightFebruary 2013
date issued2013
identifier other%28asce%29sc%2E1943-5576%2E0000018.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67669
description abstractThe damage caused by the aging of sewage pipe systems has become one of the major rising problems in modern cities. The traditional method to search for damage points of sewage pipes is the use of cameras and human observation. However, the use of these methods to check all the sewage pipes in the city will require a great deal of time and money. In this paper, a quantitative analysis on sewage pipe damage is reported. This study utilized the results of the sewer investigation in Tokyo. Based on this analysis, a quantification theory type II is proposed to describe the relationship between various factors that contribute to the damage of sewage pipe systems. Thus, these factors, including pipe diameter, number of years since installation, type of road and foundation, overburden, and pipe slope, can be used to judge if the sewage pipe displays corrosion, cracks, or breakage. As a result, the diagnosis model can be used to determine the likely extent of damage to an existing sewage pipe system.
publisherAmerican Society of Civil Engineers
titleDamage Discrimination Analysis with Quantification Theory for Sewage Pipe System
typeJournal Paper
journal volume4
journal issue1
journal titleJournal of Pipeline Systems Engineering and Practice
identifier doi10.1061/(ASCE)PS.1949-1204.0000122
treeJournal of Pipeline Systems Engineering and Practice:;2013:;Volume ( 004 ):;issue: 001
contenttypeFulltext


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