New Integrated Condition-Assessment Model for Combined Storm-Sewer Systems

被引:30
|
作者
Ennaouri, Ilham [1 ]
Fuamba, Musandji [1 ]
机构
[1] Ecole Polytech Montreal, Montreal, PQ H3T 1J4, Canada
关键词
Infrastructure; Degradation; Sewers; Hydraulic criteria; Condition assessment model; AHP; PREDICTION MODELS;
D O I
10.1061/(ASCE)WR.1943-5452.0000217
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Optimal assessment of the overall state of the degradation affecting sewer systems requires consideration of both the hydraulic and the structural aspects. This work identifies a set of 15 factors-pertaining to both degradation aspects-as primary and constituting the framework for hierarchical structuring of the condition states. The relative importance of these factors was determined by the analytic hierarchy process (AHP). The proposed model was successfully applied to assess the current degradation state of the sewer network in Saint-Hyacinthe, Quebec. The relative significance effect, assessing prevalence of either the hydraulic or the structural criteria in the degradation process, was established through sensitivity analysis. The outcome indicates that hydraulic factors have to be integrated in the pipe-deterioration model as well as the structural factors. With a reference case set at w(s) = 0.5 (i.e., structural and hydraulic criteria having the same significance level), results remained conservative most of the time. Even if the AHP technique was already applied in sewers and water mains as shown in the literature, this paper is unique in that the AHP technique is used to combine a large number (fifteen) of structural and hydraulic criteria and subcriteria. The proposed model will enable researchers and municipal engineers to weigh the structural criterion against the hydraulic criterion to achieve adequate intervention that is carefully planned through a flexible tool outlaying a hierarchy of scores reflecting the infrastructure under consideration. DOI: 10.1061/(ASCE)WR.1943-5452.0000217. (C) 2013 American Society of Civil Engineers.
引用
收藏
页码:53 / 64
页数:12
相关论文
共 50 条
  • [1] APPROPRIATE MODELS FOR URBAN STORM-SEWER SYSTEMS
    BALL, JE
    OLOUGHLIN, GG
    [J]. WATERCOMP 89: THE FIRST AUSTRALASIAN CONFERENCE ON TECHNICAL COMPUTING IN THE WATER INDUSTRY, 1989, : 131 - 135
  • [2] STORM-SEWER DESIGN SENSITIVITY ANALYSIS USING ILSD-2 MODEL
    NOUH, M
    [J]. JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1987, 113 (01): : 151 - 158
  • [3] ORGANIC-COMPOUNDS IN STORM-SEWER SEDIMENTS - IMPACTS ON SURFACE AND GROUNDWATER SYSTEMS
    TVEITE, P
    QUADE, H
    PROCTOR, B
    [J]. ABSTRACTS OF PAPERS OF THE AMERICAN CHEMICAL SOCIETY, 1991, 201 : 124 - ENVR
  • [4] Condition assessment of sewer systems
    Iseley, T
    Abraham, DM
    Gokhale, S
    [J]. TRENCHLESS PIPELINE PROJECTS: PRACTICAL APPLICATIONS, 1997, : 43 - 51
  • [5] EFFECTS OF RAINFALL RUNOFF MODEL ASSUMPTIONS ON OPTIMAL STORM-SEWER SYSTEM-DESIGN
    NOUH, MA
    [J]. ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 1987, 12 (01): : 19 - 35
  • [6] Illinois Transient Model: Simulating the Flow Dynamics in Combined Storm Sewer Systems
    Leon, Arturo S.
    Oberg, Nils
    Schmidt, Arthur R.
    Garcia, Marcelo H.
    [J]. JOURNAL OF WATER MANAGEMENT MODELING, 2011, : 23 - 39
  • [7] Strategies for Condition Assessment of Sewer Systems
    Mueller, K.
    [J]. WATER PRACTICE AND TECHNOLOGY, 2007, 2 (02):
  • [8] Selecting a series of storm events for a model-based assessment of combined sewer overflows
    Leimgruber, Johannes
    Steffelbauer, David B.
    Krebs, Gerald
    Tscheikner-Gratl, Franz
    Muschalla, Dirk
    [J]. URBAN WATER JOURNAL, 2018, 15 (05) : 453 - 460
  • [9] SOFTWARE ENVIRONMENT FOR THE ASSESSMENT OF COMBINED SEWER OVERLOWS IN SEWER SYSTEMS
    Utersky, Michal
    Hlustik, Petr
    Hlavinek, Petr
    [J]. ECOLOGY, ECONOMICS, EDUCATION AND LEGISLATION, VOL II, 2015, : 455 - 462
  • [10] BIOLOGICAL ASSESSMENT OF EFFECTS OF COMBINED SEWER OVERFLOWS AND STORM WATER DISCHARGES
    LIJKLEMA, L
    ROIJACKERS, RMM
    CUPPEN, JGM
    [J]. URBAN DISCHARGES AND RECEIVING WATER QUALITY IMPACTS, 1989, : 37 - 46