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contributor authorRandall J. Charbeneau
contributor authorAndrew D. Henderson
contributor authorLee C. Sherman
date accessioned2017-05-08T20:45:28Z
date available2017-05-08T20:45:28Z
date copyrightMay 2006
date issued2006
identifier other%28asce%290733-9429%282006%29132%3A5%28474%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26106
description abstractThis paper presents a versatile two-parameter model describing the hydraulic performance of highway culverts operating under inlet control for both unsubmerged and submerged conditions. Applications show that the model can accurately represent the Federal Highway Administration (FHwA) performance curves (which use four parameters) for a range of culvert types and materials. Laboratory data from an investigation of the hydraulic performance of single- and multiple-barrel low-headwater box culverts are also used, and the resulting model predicts a smaller culvert size as compared with the FHwA equations for a given design discharge. Design recommendations are presented for low-headwater box culverts.
publisherAmerican Society of Civil Engineers
titleHydraulic Performance Curves for Highway Culverts
typeJournal Paper
journal volume132
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2006)132:5(474)
treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 005
contenttypeFulltext


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