Show simple item record

contributor authorM. A. Perez
contributor authorC. G. Butler
contributor authorX. Fang
date accessioned2017-05-08T22:10:54Z
date available2017-05-08T22:10:54Z
date copyrightSeptember 2015
date issued2015
identifier other37395831.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72957
description abstractArch and elliptical pipes are commonly used as roadway culverts. The pipe section is composed of three radii, which result in complex equations to compute cross-sectional geometry and hydraulic parameters, such as normal and critical depths. Basic sizing charts do not allow direct calculation of hydraulic properties of these pipe sections. Therefore, general formulas were developed to compute hydraulic properties for any given arch pipe cross section. An Excel workbook capable of calculating normal and critical depths for given flow rates was created using the developed formulas and the solver function. Worksheets to compute geometric properties and water surface profiles using the direct-step method were also developed. These user-friendly worksheets are useful for hydraulic design and analysis of arch and elliptical culverts. A case study was conducted on several standard pipe geometries to demonstrate the comparative results from the developed workbook and existing sizing charts.
publisherAmerican Society of Civil Engineers
titleCompute Critical and Normal Depths of Arch and Elliptical Pipes
typeJournal Paper
journal volume141
journal issue9
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0000884
treeJournal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 009
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record