contributor author | M. A. Perez | |
contributor author | C. G. Butler | |
contributor author | X. Fang | |
date accessioned | 2017-05-08T22:10:54Z | |
date available | 2017-05-08T22:10:54Z | |
date copyright | September 2015 | |
date issued | 2015 | |
identifier other | 37395831.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/72957 | |
description abstract | Arch 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. | |
publisher | American Society of Civil Engineers | |
title | Compute Critical and Normal Depths of Arch and Elliptical Pipes | |
type | Journal Paper | |
journal volume | 141 | |
journal issue | 9 | |
journal title | Journal of Irrigation and Drainage Engineering | |
identifier doi | 10.1061/(ASCE)IR.1943-4774.0000884 | |
tree | Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 009 | |
contenttype | Fulltext | |