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contributor authorHsieh Wen Shen
date accessioned2017-05-08T21:02:43Z
date available2017-05-08T21:02:43Z
date copyrightMay 1991
date issued1991
identifier other%28asce%290733-947x%281991%29117%3A3%28362%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36572
description abstractHighway engineers occasionally face the dilemma of either constructing a regular high bridge so that traffic would not be interrupted by floods or using a low water-crossing structure so that traffic would be interrupted by floods at certain time intervals. The low water-crossing structure (LWCS) is usually much cheaper but has strong negative social and political impacts. A public-opinion survey was conducted and analyzed for the thoughts from various engineers from state highway departments, forest services, and other institutes on this issue. The most important intangible factors for the selection of LWCS were (in order of importance): possible damage to human life, amount of daily traffic, frequency of possible floodings, legal considerations, and the location as part of an emergency route. Availability of an alternate route, duration of traffic interruptions, and possible property damage form the second most important group. Certain absolute constraints were concluded from these questionnaires. A warning system is an important ingredient for the selection of LWCS also. Respondents overwhelmingly (more than 85%) indicated that they would be willing to consider changing their criteria for the selection of LWCS if a great majority (more than 75%) of other designers have criteria different from their own.
publisherAmerican Society of Civil Engineers
titleRisk Evaluation on Low Water‐Crossing Structures
typeJournal Paper
journal volume117
journal issue3
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1991)117:3(362)
treeJournal of Transportation Engineering, Part A: Systems:;1991:;Volume ( 117 ):;issue: 003
contenttypeFulltext


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