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Volumn , Issue , 2010, Pages 283-286

Use of relative roughness and changed diameters for old pipes when calibrating an operational water distribution system

Author keywords

[No Author keywords available]

Indexed keywords

CALIBRATION PARAMETERS; OPTIMIZATION PROCEDURES; PIPE WALLS;

EID: 84859899411     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (2)

References (9)
  • 1
    • 0033640007 scopus 로고    scopus 로고
    • Model calibration data: The good, the bad, and the useless
    • Walski,T. M. 2000. Model calibration data: the good, the bad, and the useless. Journ AWWA, 92(1): 94-99. (Pubitemid 32212376)
    • (2000) Journal / American Water Works Association , vol.92 , Issue.1 , pp. 94-99
    • Walski, T.M.1
  • 3
    • 0035310447 scopus 로고    scopus 로고
    • Calibration assessment and data collection for water distribution networks
    • DOI 10.1061/(ASCE)0733-9429(2001)127:4(270)
    • Lansey, K. E., El-Shorbagy, W., Ahmed, I., Araujo, J. & Haan, C. T. 2001. Calibration Assessment and Data Collection for Water Distribution Networks. Hydraulic Engineering, 127: 270-279. (Pubitemid 32320609)
    • (2001) Journal of Hydraulic Engineering , vol.127 , Issue.4 , pp. 270-279
    • Lansey, K.E.1    El-Shorbagy, W.2    Ahmed, I.3    Araujo, J.4    Haan, C.T.5
  • 5
    • 0003606110 scopus 로고    scopus 로고
    • Water Supply and Water Resources Division, National Risk Management Research Laboratory. Cincinnati: OH 45268
    • Rossman, L. A. 2002. EPANET 2 User's Manual.Water Supply and Water Resources Division, National Risk Management Research Laboratory. Cincinnati: OH 45268.
    • (2002) EPANET 2 User's Manual
    • Rossman, L.A.1
  • 6
    • 64849092450 scopus 로고    scopus 로고
    • Calibration of a model of an operational water distribution system containing pipes of different age
    • doi:10.1016/j.advengsoft.2008.11.015
    • Koppel T, Vassiljev A. 2009. Calibration of a model of an operational water distribution system containing pipes of different age. Adv Eng Softw (2009), doi:10.1016/j.advengsoft.2008.11.015.
    • (2009) Adv Eng Softw (2009)
    • Koppel, T.1    Vassiljev, A.2
  • 8
    • 0031080514 scopus 로고    scopus 로고
    • Increase in losses coefficient with age for small diameter pipes
    • Echávez, G. 1997. Increase in Losses Coefficient with Age for Small Diameter Pipes. Journal of Hydraulic Engineering, 2, 157-159.
    • (1997) Journal of Hydraulic Engineering , vol.2 , pp. 157-159
    • Echávez, G.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.