Effective management of large-diameter pressure pipes

被引:0
|
作者
Marlow, David [1 ]
DeSilva, Dhammika [1 ]
Beale, David [1 ]
Marney, Donovan [1 ]
机构
[1] CSIRO, Highett, Vic 3141, Australia
来源
关键词
ASSET MANAGEMENT; MAINS; RATES;
D O I
10.1002/j.1551-8833.2010.tb10095.x
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Managing large-diameter pressurized pipe assets poses a challenge for numerous reasons. Pipes may he of different materials and ages, are usually buried (which makes inspection problematic), and are subject to multiple, complex deterioration processes. The Water Services Association of Australia and its members felt that the maturity and effectiveness of condition assessment approaches varied considerably and that the benefits of inspection and subsequent condition assessments were not always fully realized. As part of research to improve the effective use of pipe condition assessment, case studies of industry practice were developed to highlight varied approaches. The article offers insights into the ways that the Australian water sector conducts condition assessment of large-diameter pressure pipes and provides a flow chart designed to help utility managers better understand how condition assessment fits into an overall management strategy. Water suppliers can use the information to refine their own condition assessment strategies and determine the data they need to better guide their decision-making.-M.PM
引用
收藏
页码:104 / +
页数:10
相关论文
共 50 条
  • [21] Buckling Strength of Profiled Large-Diameter Rigid PVC Pipes Exposed to Outside Pressure.
    Barth, E.
    Schommer, R.
    [J]. Kunststoffe, 1975, 65 (02): : 85 - 88
  • [22] Bearing capacity of large-diameter helical-seam pipes
    Dil'man, VL
    Ostsemin, AA
    [J]. CHEMICAL AND PETROLEUM ENGINEERING, 2002, 38 (5-6) : 326 - 333
  • [23] FACTORY-APPLIED ANTICORROSIVE INSULATION FOR LARGE-DIAMETER PIPES
    RYABOV, VM
    USOVA, LA
    [J]. METALLURGIST, 1987, 31 (9-10) : 320 - 321
  • [24] METHOD OF EVALUATING THE CRACK RESISTANCE OF LARGE-DIAMETER STEEL PIPES
    IVANOVA, VS
    FRIDMAN, ZG
    LOBZOV, MA
    MEDNIKOV, YA
    [J]. INDUSTRIAL LABORATORY, 1987, 53 (12): : 1194 - 1197
  • [25] Modification of the optimization model for simulation of large-diameter pipes bending
    Handrik, Marian
    Dorciak, Filip
    Saga, Milan
    Vasko, Milan
    Jakubovicova, Lenka
    [J]. XXIII POLISH-SLOVAK SCIENTIFIC CONFERENCE ON MACHINE MODELLING AND SIMULATIONS (MMS 2018), 2019, 254
  • [26] Dynamics of large-diameter water pipes in hydroelectric power plants
    Pavic, G.
    Chevillotte, F.
    Heraud, J.
    [J]. HYPERBOLE SYMPOSIUM 2017 (HYDROPOWER PLANTS PERFORMANCE AND FLEXIBLE OPERATION TOWARDS LEAN INTEGRATION OF NEW RENEWABLE ENERGIES), 2017, 813
  • [27] Investigation of flow regime transitions in large-diameter inclined pipes
    Cai, JY
    Gopal, M
    Jepson, WP
    [J]. JOURNAL OF ENERGY RESOURCES TECHNOLOGY-TRANSACTIONS OF THE ASME, 1999, 121 (02): : 91 - 95
  • [28] IMPROVING CARRYING CAPACITY OF LARGE-DIAMETER ELECTRIC WELDED PIPES
    MATVEEV, YM
    KASHIRIN, NA
    [J]. STAL IN ENGLISH-USSR, 1968, (10): : 872 - &
  • [29] ECONOMICALLY ADVISABLE LIMITS OF INCREASE IN STRENGTH OF LARGE-DIAMETER PIPES
    TARTAKOVSKII, GZ
    KOLOMENSKII, VK
    [J]. STEEL IN THE USSR, 1974, 4 (06): : 495 - 496
  • [30] Stress state and strength of welded joints in large-diameter pipes
    Dil'man, VL
    Ostemin, AA
    [J]. CHEMICAL AND PETROLEUM ENGINEERING, 1998, 34 (3-4) : 244 - 249