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Volumn 129, Issue 11, 2003, Pages 839-846

Hydraulic Design of Large-Diameter Pipes

Author keywords

Pipe design; Pipe flow; Resistance coefficients; Roughness

Indexed keywords

LAWS AND LEGISLATION; PIPE FLOW; HYDRAULIC MACHINERY; TURBULENT FLOW;

EID: 0344961334     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2003)129:11(839)     Document Type: Article
Times cited : (40)

References (33)
  • 1
    • 0344980047 scopus 로고
    • The hydraulic resistance of drainage conduits
    • Ackers, P. (1961). ‘‘The hydraulic resistance of drainage conduits.’’ Proc. Inst. Civ. Eng. London, 19, 307–336.
    • (1961) Proc. Inst. Civ. Eng. London , vol.19 , pp. 307-336
    • Ackers, P.1
  • 2
    • 0016556934 scopus 로고
    • Converting the Hazen-Williams equation to the Colebrook function
    • Barlow, J. F., and Markland, E. (1975). ‘‘Converting the Hazen-Williams equation to the Colebrook function.’’ Water Power Dam Constr., 9, 331–334.
    • (1975) Water Power Dam Constr , vol.9 , pp. 331-334
    • Barlow, J.F.1    Markland, E.2
  • 3
    • 0008297002 scopus 로고
    • New forms of equations for the correlation of pipe resistance data
    • Barr, D. I. H. (1972). ‘‘New forms of equations for the correlation of pipe resistance data.’’ Proc. Inst. Civ. Eng. London, 53(2), 383–390.
    • (1972) Proc. Inst. Civ. Eng. London , vol.53 , Issue.2 , pp. 383-390
    • Barr, D.I.H.1
  • 4
    • 0008349037 scopus 로고
    • Discussion on ‘Accurate explicit equation for friction factor,’ by A. K.
    • Jain
    • Barr, D. I. H. (1977). ‘‘Discussion on ‘Accurate explicit equation for friction factor,’ by A. K. Jain.’’ J. Hydraul. Div., Am. Soc. Civ. Eng., 103(3), 334–337.
    • (1977) J. Hydraul. Div., Am. Soc. Civ. Eng. , vol.103 , Issue.3 , pp. 334-337
    • Barr, D.I.H.1
  • 5
    • 0025514544 scopus 로고
    • Heuristic design of sewer networks
    • Charalambous, C., and Elimam, A. A. (1990). ‘‘Heuristic design of sewer networks.’’ J. Environ. Eng., 116(6), 1181–1199.
    • (1990) J. Environ. Eng. , vol.116 , Issue.6 , pp. 1181-1199
    • Charalambous, C.1    Elimam, A.A.2
  • 6
    • 0042353572 scopus 로고
    • Power law of flow resistance in open channels: Manning’s formula revisited
    • B. C. Yen, ed., Water Resources Publications, Littleton, Colo
    • Chen, C. L. (1992). ‘‘Power law of flow resistance in open channels: Manning’s formula revisited.’’ Channel flow resistance: Centennial of Manning’s formula, B. C. Yen, ed., Water Resources Publications, Littleton, Colo., 206–240.
    • (1992) Channel flow resistance: Centennial of Manning’s formula , pp. 206-240
    • Chen, C.L.1
  • 8
    • 0003751357 scopus 로고
    • McGraw-Hill, New York, classic reissue
    • Chow, V. T. (1988). Open-channel hydraulics, McGraw-Hill, New York, classic reissue.
    • (1988) Open-channel hydraulics
    • Chow, V.T.1
  • 9
    • 0000156708 scopus 로고
    • Discussion on ‘Flow velocities in pipelines,’ by R. D. Pomeroy
    • Christensen, B. A. (1984). ‘‘Discussion on ‘Flow velocities in pipelines,’ by R. D. Pomeroy.’’ J. Hydraul. Eng., 110(10), 1510–1512.
    • (1984) J. Hydraul. Eng. , vol.110 , Issue.10 , pp. 1510-1512
    • Christensen, B.A.1
  • 10
    • 0011098682 scopus 로고    scopus 로고
    • Discussion on ‘Limitations and proper use of the Hazen-Williams equation,’ by C. P. Liou
    • Christensen, B. A. (2000). ‘‘Discussion on ‘Limitations and proper use of the Hazen-Williams equation,’ by C. P. Liou.’’ J. Hydraul. Eng., 126(2), 167–168.
    • (2000) J. Hydraul. Eng. , vol.126 , Issue.2 , pp. 167-168
    • Christensen, B.A.1
  • 11
    • 84985635448 scopus 로고
    • Empirical expressions for the shear stress in turbulent flow in commercial pipe
    • Churchill, S. W. (1973). ‘‘Empirical expressions for the shear stress in turbulent flow in commercial pipe.’’ AIChE J., 19(2), 375–376.
    • (1973) AIChE J , vol.19 , Issue.2 , pp. 375-376
    • Churchill, S.W.1
  • 13
    • 0344549073 scopus 로고
    • The limits of applicability of the Hazen-Williams formula
    • Diskin, M. H. (1960). ‘‘The limits of applicability of the Hazen-Williams formula.’’ Houille Blanche, 6, 720–723.
    • (1960) Houille Blanche , vol.6 , pp. 720-723
    • Diskin, M.H.1
  • 14
    • 0024895754 scopus 로고
    • Optimum design of large sewer networks
    • Elimam, A. A., Charalambous, C., and Ghobrial, F. H. (1989). ‘‘Optimum design of large sewer networks.’’ J. Environ. Eng., 115(6), 1171–1190.
    • (1989) J. Environ. Eng. , vol.115 , Issue.6 , pp. 1171-1190
    • Elimam, A.A.1    Charalambous, C.2    Ghobrial, F.H.3
  • 15
    • 0001300696 scopus 로고
    • Studies of distribution system capacity in seven cities
    • Hudson, W. D. (1966). ‘‘Studies of distribution system capacity in seven cities.’’ J. Am. Water Works Assoc., 58(2), 157–164.
    • (1966) J. Am. Water Works Assoc. , vol.58 , Issue.2 , pp. 157-164
    • Hudson, W.D.1
  • 16
    • 17444433430 scopus 로고
    • Accurate explicit equation for friction factor
    • Jain, A. K. (1976). ‘‘Accurate explicit equation for friction factor.’’ J. Hydraul. Div., Am. Soc. Civ. Eng., 102(5), 674–677.
    • (1976) J. Hydraul. Div., Am. Soc. Civ. Eng. , vol.102 , Issue.5 , pp. 674-677
    • Jain, A.K.1
  • 20
    • 15144348730 scopus 로고    scopus 로고
    • Limitations and proper use of the Hazen-Williams equation
    • Liou, C. P. (1998). ‘‘Limitations and proper use of the Hazen-Williams equation.’’ J. Hydraul. Eng., 124(9), 951–954.
    • (1998) J. Hydraul. Eng. , vol.124 , Issue.9 , pp. 951-954
    • Liou, C.P.1
  • 21
    • 0011098682 scopus 로고    scopus 로고
    • Discussion on ‘Limitations and proper use of the Hazen-Williams equation,’ by C. P. Liou
    • Locher, F. A. (2000). ‘‘Discussion on ‘Limitations and proper use of the Hazen-Williams equation,’ by C. P. Liou.’’ J. Hydraul. Eng., 126(2), 168–169.
    • (2000) J. Hydraul. Eng. , vol.126 , Issue.2 , pp. 168-169
    • Locher, F.A.1
  • 22
    • 0345411288 scopus 로고    scopus 로고
    • Estimating Hazen-Williams coefficient for polyethylene pipes
    • Mogazhi, H. E. M. (1998). ‘‘Estimating Hazen-Williams coefficient for polyethylene pipes.’’ J. Transp. Eng., 124(2), 197–199.
    • (1998) J. Transp. Eng. , vol.124 , Issue.2 , pp. 197-199
    • Mogazhi, H.E.M.1
  • 26
    • 0011098682 scopus 로고    scopus 로고
    • Discussion on ‘Limitations and proper use of the Hazen-Williams equation,’ by C. P. Liou
    • Swamee, P. K. (2000). ‘‘Discussion on ‘Limitations and proper use of the Hazen-Williams equation,’ by C. P. Liou.’’ J. Hydraul. Eng., 126(2), 169–170.
    • (2000) J. Hydraul. Eng. , vol.126 , Issue.2 , pp. 169-170
    • Swamee, P.K.1
  • 27
    • 0016889962 scopus 로고
    • Explicit equations for pipe-flow problems
    • Swamee, P. K., and Jain, A. K. (1976). ‘‘Explicit equations for pipe-flow problems.’’ J. Hydraul. Div., Am. Soc. Civ. Eng., 102(5), 657–664.
    • (1976) J. Hydraul. Div., Am. Soc. Civ. Eng. , vol.102 , Issue.5 , pp. 657-664
    • Swamee, P.K.1    Jain, A.K.2
  • 30
    • 84988992476 scopus 로고
    • The laws of flow in rough pipes. Strickler, Manning, Nikuradse and drag-velocity
    • Williamson, J. (1951). ‘‘The laws of flow in rough pipes. Strickler, Manning, Nikuradse and drag-velocity.’’ Houille Blanche, 6(5), 738–748.
    • (1951) Houille Blanche , vol.6 , Issue.5 , pp. 738-748
    • Williamson, J.1
  • 31
    • 0003151823 scopus 로고
    • Hydraulic resistance in open channels
    • B. C. Yen, ed., Water Resources Publications, Littleton, Colo
    • Yen, B. C. (1992a). ‘‘Hydraulic resistance in open channels.’’ Channel flow resistance: Centennial of Manning’s formula, B. C. Yen, ed., Water Resources Publications, Littleton, Colo., 1–135.
    • (1992) Channel flow resistance: Centennial of Manning’s formula , pp. 1-135
    • Yen, B.C.1
  • 32
    • 0000937570 scopus 로고
    • Dimensionally homogeneous Manning’s formula
    • Yen, B. C. (1992b). ‘‘Dimensionally homogeneous Manning’s formula.’’ J. Hydraul. Eng., 118(9), 1326–1332.
    • (1992) J. Hydraul. Eng. , vol.118 , Issue.9 , pp. 1326-1332
    • Yen, B.C.1
  • 33
    • 0036174252 scopus 로고    scopus 로고
    • Open channel flow resistance
    • Yen, B. C. (2002). ‘‘Open channel flow resistance.’’ J. Hydraul. Eng., 128(1), 20–39.
    • (2002) J. Hydraul. Eng. , vol.128 , Issue.1 , pp. 20-39
    • Yen, B.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.