Show simple item record

contributor authorJennifer K. Holman-Dodds
contributor authorC. Bryan Young
contributor authorBrian R. Nelson
date accessioned2017-05-08T20:43:50Z
date available2017-05-08T20:43:50Z
date copyrightJune 2000
date issued2000
identifier other%28asce%290733-9429%282000%29126%3A6%28467%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25049
description abstractIn this paper, we present a methodology for the selection of reach length in unsteady, one-dimensional models of open channel flow. Using computational experiments, we determined an appropriate reach length for 425 combinations of channel and flow parameters. For each combination of parameters, we refined the finite difference grid until numerical error was reduced to 1.0% of a high resolution solution. We generated a set of dimensionless parameters and used regression analysis to relate channel and flood properties to an appropriate computational reach length.
publisherAmerican Society of Civil Engineers
titleComputational-Reach Length for Prismatic Channels
typeJournal Paper
journal volume126
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2000)126:6(467)
treeJournal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 006
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record