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Volumn 39, Issue 9, 1999, Pages 105-112

Investigation of transition from free surface to pressurized flow in a circular pipe

Author keywords

Experimental investigations; McCormack numerical scheme; Mixed flows; Reference for software validations; Sewer pipes

Indexed keywords

COMPUTER SIMULATION; DISCHARGE (FLUID MECHANICS); FINITE DIFFERENCE METHOD; HYDRAULIC GATES; HYDRAULIC JUMP; HYDROLOGY; MATHEMATICAL MODELS; PIPE FLOW; RAIN; RUNOFF; STORM SEWERS; TRANSITION FLOW;

EID: 0033035707     PISSN: 02731223     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0273-1223(99)00222-X     Document Type: Conference Paper
Times cited : (77)

References (14)
  • 1
    • 0039824005 scopus 로고
    • Weak solutions of the equations of open channel flow
    • Mahmood & Yevjevich, Water Resources Pub., USA
    • Abbott, M. B. (1975). Weak solutions of the equations of open channel flow. In: Unsteady Flow in Open Channels, Mahmood & Yevjevich, Water Resources Pub., USA, pp. 283-312.
    • (1975) Unsteady Flow in Open Channels , pp. 283-312
    • Abbott, M.B.1
  • 3
    • 0031361624 scopus 로고    scopus 로고
    • Numerical and experimental water transients in sewer pipes
    • Capart, H., Sillen, X. and Zech, Y. (1997). Numerical and experimental water transients in sewer pipes. Journal of Hydraulic Research, IAHR, 35(5), 659-672.
    • (1997) Journal of Hydraulic Research, IAHR , vol.35 , Issue.5 , pp. 659-672
    • Capart, H.1    Sillen, X.2    Zech, Y.3
  • 6
    • 0001856091 scopus 로고
    • Intégration numérique des equations d'écoulement de barré de Saint-Venant par un schéma implicite de différences finies: Application au cas d'une galerie tantôt en charge, tantôt à surface libre
    • Cunge, J. A. and Wegner, M. (1964). Intégration numérique des equations d'écoulement de Barré de Saint-Venant par un schéma implicite de différences finies: Application au cas d'une galerie tantôt en charge, tantôt à surface libre. La Houille Blanche, No. 1, 33-39.
    • (1964) La Houille Blanche , Issue.1 , pp. 33-39
    • Cunge, J.A.1    Wegner, M.2
  • 7
    • 0026488795 scopus 로고
    • McCormack's method for the numerical simulation of one-dimensional discontinuous unsteady open channel flow
    • Garcia Navarro, P. and Saviron, J. M. (1992). McCormack's method for the numerical simulation of one-dimensional discontinuous unsteady open channel flow. Journal of Hydraulic Research, 90(1), 95-105.
    • (1992) Journal of Hydraulic Research , vol.90 , Issue.1 , pp. 95-105
    • Garcia Navarro, P.1    Saviron, J.M.2
  • 9
    • 0344310670 scopus 로고
    • Flow instabilities in culverts and sewers in case of steep slopes transition from free urface flow to full flow and vice versa
    • Suita, Osaka
    • Huberlant, B. and Zech, Y. (1990). Flow instabilities in culverts and sewers in case of steep slopes transition from free urface flow to full flow and vice versa. Fifth Int. Conf. On Urban Storm Drainage, Suita, Osaka, Vol. 2, pp. 1035-1040.
    • (1990) Fifth Int. Conf. on Urban Storm Drainage , vol.2 , pp. 1035-1040
    • Huberlant, B.1    Zech, Y.2
  • 10
  • 11
    • 0344742952 scopus 로고    scopus 로고
    • Partially full/full transition of flow through a circular steep conduit
    • Hong Kong
    • Yasukawa, H., Kim, H. and Ui, M. (1996). Partially full/full transition of flow through a circular steep conduit. Second Int. Conf. On Hydrodinamics, Hong Kong, Vol. 2, pp. 1217-1222.
    • (1996) Second Int. Conf. on Hydrodinamics , vol.2 , pp. 1217-1222
    • Yasukawa, H.1    Kim, H.2    Ui, M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.