Remarks on Camp’s Criterion for Self-Cleansing Storm Sewers
Author:
Affiliation:
1. Associate Professor, Civil Engineering Dept., Kuwait Univ., P.O. Box 5969, Safat 13060, Kuwait (corresponding author).
2. Graduate Student, Civil Engineering Dept., Kuwait Univ., P.O. Box 5969, Safat 13060, Kuwait.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IR.1943-4774.0000129
Reference10 articles.
1. Ackers J. C. Butler D. and May R. W. P. (1996). “Design of sewers to control sediment problems.” Rep. No. 141 CIRIA London.
2. Bedload Transport in Gravel-Bed Streams with Unimodal Sediment
3. American Society of Civil Engineers/Water Pollution Control Federation. (1970). “Design and construction of sanitary and storm sewers.” Rep. No. 37 ASCE N.Y.
4. Craven J. P. (1953). “The transportation of sand in part-full pipe flows.” Proc. 5th Hydraulics Conf. Iowa State University Iowa.
5. May R. W. P. (1993). “Sediment transport in pipes and sewers with deposited beds.” Rep. No. SR 320 HR Wallingford London.
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