Influence of sewer sediments on flow friction and shear stress distribution
Journal article, 1995

Most sewers contain more or less deposited sediments. The paper discusses the distribution of the boundary shear stresses and the hydraulic resistance in part-full sewer pipes with such deposited sediments. The discussion is based on a series of numerical experiments using a validated numerical turbulence model. The results from the numerical model are compared with the sidewall elimination method. The validity of the sidewall elimination method is evaluated.

sewer sediment

flow resistance

part-full pipe flow

Composite roughness

sidewall elimination

Author

Gustavo Perrusquía

Department of Hydraulics

Ole Petersen

Aalborg University

Torben Larsen

Aalborg University

Water Science and Technology

0273-1223 (ISSN) 19969732 (eISSN)

Vol. 31 7 117-126

Driving Forces

Sustainable development

Subject Categories

Civil Engineering

DOI

10.1016/0273-1223(95)00329-l

More information

Latest update

3/14/2022