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Volumn 57, Issue 11, 2008, Pages 1743-1748

Hydraulic performance of sewer pipes with deposited sediments

Author keywords

Bed forms; Bed roughness; Discharge capacity; Sediment; Sewer pipes

Indexed keywords

DISCHARGE (FLUID MECHANICS); ELASTIC MODULI; FLUID MECHANICS; HYDRAULICS; PIPE; SEDIMENTATION; SEDIMENTOLOGY;

EID: 47349101623     PISSN: 02731223     EISSN: None     Source Type: Book Series    
DOI: 10.2166/wst.2008.287     Document Type: Article
Times cited : (36)

References (13)
  • 1
    • 0003664970 scopus 로고    scopus 로고
    • Design of sewers to control sediment problems
    • R141, London
    • Ackers, J. C., Butler D. & May R. W. P. 1996 Design of sewers to control sediment problems. CIRIA Report R141, London.
    • (1996) CIRIA Report
    • Ackers, J.C.1    Butler, D.2    May, R.W.P.3
  • 3
    • 38349181747 scopus 로고    scopus 로고
    • Transport of sand and partly cohesive sediments in a circular pipe run partially full
    • Banasiak, R. & Verhoeven, R. 2008 Transport of sand and partly cohesive sediments in a circular pipe run partially full. J. Hydraulic Eng., 134, 216-224.
    • (2008) J. Hydraulic Eng , vol.134 , pp. 216-224
    • Banasiak, R.1    Verhoeven, R.2
  • 4
    • 0037388929 scopus 로고    scopus 로고
    • Self-cleansing sewer design based on sediment transport principles
    • Butler, D., May, R. & Ackers, J. 2003 Self-cleansing sewer design based on sediment transport principles. J. Hydraulic Eng. 129(12), 276-282.
    • (2003) J. Hydraulic Eng , vol.129 , Issue.12 , pp. 276-282
    • Butler, D.1    May, R.2    Ackers, J.3
  • 5
    • 0346750582 scopus 로고    scopus 로고
    • Closed-conduit bed-form initiation and development
    • Coleman, S. E., Fedele, J. J. & Garcia, M. H. 2003 Closed-conduit bed-form initiation and development. J. Hydraulic Eng. 129(12), 956-965.
    • (2003) J. Hydraulic Eng , vol.129 , Issue.12 , pp. 956-965
    • Coleman, S.E.1    Fedele, J.J.2    Garcia, M.H.3
  • 7
    • 0030015642 scopus 로고    scopus 로고
    • The diversity of sewer sediments and the consequences for sewer flow quality modelling
    • Jack, A. G., Petrie, M. M. & Ashley, R. M. 1996 The diversity of sewer sediments and the consequences for sewer flow quality modelling. Water Sci. Technol. 33(9), 207-214.
    • (1996) Water Sci. Technol , vol.33 , Issue.9 , pp. 207-214
    • Jack, A.G.1    Petrie, M.M.2    Ashley, R.M.3
  • 9
    • 0037387466 scopus 로고    scopus 로고
    • Urban storm sewer design: Approach in consideration of sediments
    • Ota, J. J. & Nalluri, C. 2003 Urban storm sewer design: approach in consideration of sediments. J. Hydraulic Eng. 129(4), 291-297.
    • (2003) J. Hydraulic Eng , vol.129 , Issue.4 , pp. 291-297
    • Ota, J.J.1    Nalluri, C.2
  • 11
    • 0032882721 scopus 로고    scopus 로고
    • Erosion of sediment beds in sewers: Model development
    • Skipworth, P. J., Tait, S. J. & Saul, A. J. 1999 Erosion of sediment beds in sewers: Model development. J. Environ. Eng. 125(6), 566-573.
    • (1999) J. Environ. Eng , vol.125 , Issue.6 , pp. 566-573
    • Skipworth, P.J.1    Tait, S.J.2    Saul, A.J.3
  • 12
    • 0028175291 scopus 로고
    • Influence of the cross section on the erosion criteria of partly cohesive sediments
    • Torfs, H., Huygens, M. & Tito, L. 1994 Influence of the cross section on the erosion criteria of partly cohesive sediments. Water Sci. Technol. 29(1-2), 103-111.
    • (1994) Water Sci. Technol , vol.29 , Issue.1-2 , pp. 103-111
    • Torfs, H.1    Huygens, M.2    Tito, L.3
  • 13
    • 0036174252 scopus 로고    scopus 로고
    • Open channel flow resistance
    • Yen, B. C. 2002 Open channel flow resistance. J. Hydraulic Eng. 128(1), 20-39.
    • (2002) J. Hydraulic Eng , vol.128 , Issue.1 , pp. 20-39
    • Yen, B.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.