Hydraulic Resistance of a Helially Corrugated Metal Pipe Culvert


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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.

Sobre autores

V. Altunin

Moscow Automobile and Road Construction State Technical University (MADI)

Autor responsável pela correspondência
Email: chtara@mail.ru
Rússia, Moscow

O. Chernykh

Russian State Agrarian University — K. A. Timiryazev Agricultural Academy

Email: chtara@mail.ru
Rússia, Moscow

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