Design options for self-cleansing storm sewers

Water Science and Technology

Volumn 33, Issue 9, 1996, Pages 215-220

  Nalluri, Chandramouli ^a   Ghani, Aminuddin Ab ^b  

^a NEWCASTLE UNIVERSITY   (United Kingdom)

^b SCHOOL OF PHYSICS   (Malaysia)

Author keywords

Limit deposition; Sediment transport; Self cleansing; Sewer design

Indexed keywords

CODES (STANDARDS); DEPOSITION; PIPE; SEDIMENT TRANSPORT; SHEAR STRESS; VELOCITY;

DESIGN CRITERIA; FLUSHING; SEDIMENT BED; SELF CLEANSING STORM SEWERS;

STORM SEWERS;

STORM WATER;

CLEANING; CONFERENCE PAPER; PARTICLE SIZE; PRACTICE GUIDELINE; SEDIMENT; SEWER; SHEAR STRESS; VELOCITY; WATER FLOW;

EID: 0030015806     PISSN: 02731223     EISSN: None     Source Type: Journal    
DOI: 10.1016/0273-1223(96)00389-7     Document Type: Conference Paper

References (7)

1. Ab. Ghani, A (1993). Sediment Transport in Sewers. University of Newcastle upon Tyne, UK, PhD Thesis.
2. Ackers, P. (1984) Sediment Transport in Sewers and the Design Implications. Intern Conf. on Planning, Construction, Maintenance, and Operation of Sewerage Systems. Reading, England.
3. CIRIA (1987). Sediment movement in combined sewerage and stormwater drainage systems. London, England.
4. Nalluri, C. (1986). Sediment Transport in Rigid Boundary Channels. Proc. Euromech 192: Transport of Suspended Solids in Open Channels, A A Balkema, Rotterdam.
5. Nalluri, C. and Ab. Ghani, A. (1994a). Sediment Transport in Sewers and Design Implications. Proceedings, National Conference on Hydraulic Engineering, ASCE Vol 2, pp 933-938, Buffalo, New York, USA, 1-5 August.
6. Nalluri, C. and Ab. Ghani, A. (1994b). Sediment Transport in Sewers with and without Deposited Beds. Proceedings, 9th Congress of APD-IAHR Vol 2, pp. 27-34, Singapore, 22-24 August.
7. May, R. W. P. (1993). Sediment Transport in Pipes and Sewers with Deposited Beds Report SR 320, Hydraulics Research Ltd, Wallingford, UK.