Self‐cleansing design of sewers: Definition of the optimum deposited bed thickness-Reference-Cited by-同舟云学术

Self‐cleansing design of sewers: Definition of the optimum deposited bed thickness

Published:2019-02-07 Issue:5 Volume:91 Page:407-416
ISSN:1061-4303
Container-title:Water Environment Research
language:en
Short-container-title:Water Environ Res

Author:

Safari Mir Jafar Sadegh¹,Shirzad Akbar²

Affiliation:

1. Department of Civil EngineeringYaşar University Izmir Turkey

2. Faculty of Civil EngineeringUrmia University of Technology Urmia Iran

Publisher

Wiley

Subject

Water Science and Technology,Ecological Modeling,Waste Management and Disposal,Pollution,Environmental Chemistry

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/wer.1037

Reference39 articles.

1. Ab Ghani A. (1993).Sediment transport in sewers. PhD Thesis University of Newcastle upon Tyne.

2. Ackers P. (1991).Sediment aspects of drainage and outfall design. In:Proceeding International Symposium on Environmental Hydraulics Hong Kong.

3. J. C. Ackers D. Butler R. W. P May Design of sewers to control sediment problems 1996 Construction Industry Research and Information Association (CIRIA) Rep. No. 141 London London UK 1 181

4. Velocity‐based analysis of sediment incipient deposition in rigid boundary open channels;Aksoy H.;Water Science and Technology,2017

5. Alvarez E. M. (1990).The influence cohesion on sediment movement in channels of circular cross‐section. PhD Thesis University of Newcastle Upon Tyne UK.

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