A General Self-Cleansing Model for Drainage System Design-Reference-Cited by-同舟云学术

A General Self-Cleansing Model for Drainage System Design

Published:2017-08-03 Issue: Volume: Page:
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Container-title:Pipelines 2017
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Author:

Safari Mir Jafar Sadegh¹²³⁴,Mohammadi Mirali¹²³⁴,Gilanizadehdizaj Golezar¹²³⁴,Seyyedi Hojjat¹²³⁴

Affiliation:

1. Dept. of Civil Engineering, Urmia Univ., Urmia, Iran; Univ. of Tabriz, Tabriz, Iran.

2. Dept. of Civil Engineering, Urmia Univ., Urmia, Iran.

3. Dept. of Nanoscience and Nanoengineering, Istanbul Technical Univ., Istanbul, Turkey.

4. Senior Scientist, AON Benfield, Chicago, IL 60601.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480878.002

Reference34 articles.

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

2. Sediment transport: new approach and analysis;Ackers P.;J. Hydr. Eng. Div., ASCE, 99(HY11),1973

3. Criterion for deposition of sediment transported in rigid boundary channels;Arora A. K.;Channels and Channel Control Structures. Springer Berlin Heidelberg,1984

4. Self-Cleansing Sewer Design Based on Sediment Transport Principles

5. CIRIA (1986). "Sediment movement in combined sewerageand storm-water drainage systems." Phase 1. Project report. London: CIRIA research project No. 336.

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