Influence of sewer sediments on flow friction and shear stress distribution
Artikel i vetenskaplig tidskrift, 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

Författare

Gustavo Perrusquía

Institutionen för vattenbyggnad

Ole Petersen

Aalborg Universitet

Torben Larsen

Aalborg Universitet

Water Science and Technology

0273-1223 (ISSN)

Vol. 31 7 117-126

Drivkrafter

Hållbar utveckling

Ämneskategorier

Samhällsbyggnadsteknik

DOI

10.1016/0273-1223(95)00329-l

Mer information

Senast uppdaterat

2022-03-14