Hydraulic Resistance of a Helially Corrugated Metal Pipe Culvert

被引：1

作者：

Altunin V.I. ^{[1
]}

Chernykh O.N. ^{[2
]}

机构：

[1] Moscow Automobile and Road Construction State Technical University (MADI), Moscow

[2] Russian State Agrarian University — K. A. Timiryazev Agricultural Academy, Moscow

来源：

Altunin, V.I. (chtara@mail.ru) | 2016年 / Springer Science and Business Media, LLC卷 / 50期

关键词：

corrugated pipe culvert; free flow and surcharged flow; helical corrugation; hydraulic resistance; model studies; roughness coefficient;

D O I：

10.1007/s10749-016-0672-0

中图分类号：

学科分类号：

摘要：

Results are presented of experimental hydraulic studies of a model of a helically corrugated metal pipe culvert. Hydraulic resistance values are considered for water moving under free-flow and surcharged conditions. The influence of pipe slope and pipe filling on the roughness coefficient under free-flow conditions was determined. Recommendations are given for designating a roughness coefficient for the studied helical corrugation under free-flow and surcharged conditions. © 2016, Springer Science+Business Media New York.

引用

页码：125 / 129

页数：4

共 13 条

[1]

Altunin V.I., Chernykh O.N., Fedotov M.V., Pipe Culverts in Transport Construction. Hydraulic Operation of Pipes Made of Corrugated Metal [in Russian], Izd. MADI, Moscow, (2012)

[2]

Modern Sewer Design, (1999)

[3]

Altunin V.I., Chernykh O.N., Fedotov M.V., Nakhmurin S.S., Operation of corrugated pipes under different flow conditions, Nauka Tekhn. Dor. Otrasli, 4, pp. 27-29, (2011)

[4]

American Concrete Pipe Association

[5]

ODOT “Memo to Designers, (1992)

[6]

Altunin V.I., Hydraulic resistance of corrugated pipe,, Gidrotekh. Stroit., No., (1977)

[7]

Altunin V.I., Chernykh O.N., Fedotov M.V., Reliability problems in the use of pipe culverts made of corrugated metal on main transport routes”, Vestn, MÉI, Issue, 4, 39, pp. 88-93, (2014)

[8]

Zalutskii E.V., Konstantinov Y.M., Petrukhno A.I., A study of the carrying capacity of flexible spiral drain pipe made of polyvinyl chloride, (1973)

[9]

Rice C.E., Friction Factors for Helical Corrugated Pipe, U.S. Department of Agriculture, ARS, 41-119, (1966)

[10]

Chamberlain A.R., Effects of Boundary Form on Fine Sand Transport in Twelve-Inch Pipes, Report CER No. 55, ARC, 6, (1955)

← 1 2 →