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Condition Assessment Models for Sewer Pipelines

机译:下水道状况评估模型

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摘要

Underground pipeline system is a complex infrastructure system that has significant impact on social, environmental and economic aspects. Sewer pipeline networks are considered to be an extremely expensive asset. This study aims to develop condition assessment models for sewer pipeline networks. Seventeen factors affecting the condition of sewer network were considered for gravity pipelines in addition to the operating pressure for pressurized pipelines. Two different methodologies were adopted for models' development. The first method by using an integrated Fuzzy Analytic Network Process (FANP) and Monte-Carlo simulation and the second method by using FANP, fuzzy set theory (FST) and Evidential Reasoning (ER). The models' output is the assessed pipeline condition. In order to collect the necessary data for developing the models, questionnaires were distributed among experts in sewer pipelines in the state of Qatar. In addition, actual data for an existing sewage network in the state of Qatar was used to validate the models' outputs. The "Ground Disturbance" factor was found to be the most influential factor followed by the "Location" factor with a weight of 10.6% and 9.3% for pipelines under gravity and 8.8% and 8.6% for pipelines under pressure, respectively. On the other hand, the least affecting factor was the "Length" followed by "Diameter" with weights of 2.2% and 2.5% for pipelines under gravity and 2.5% and 2.6% for pipelines under pressure. The developed models were able to satisfactorily assess the conditions of deteriorating sewer pipelines with an average validity of approximately 85% for the first approach and 86% for the second approach. The developed models are expected to be a useful tool for decision makers to properly plan for their inspections and provide effective rehabilitation of sewer networks.
机译:地下管道系统是一个复杂的基础设施系统,会对社会,环境和经济方面产生重大影响。下水道网络被认为是极其昂贵的资产。这项研究旨在开发下水管道网络的状态评估模型。除了压力管道的工作压力外,重力管道还考虑了影响下水道网络状况的十七个因素。模型开发采用了两种不同的方法。第一种方法是使用集成的模糊分析网络过程(FANP)和蒙特卡洛模拟,第二种方法是使用FANP,模糊集理论(FST)和证据推理(ER)。模型的输出是评估的管道状况。为了收集开发模型所需的数据,在卡塔尔州下水道管道专家之间分发了调查表。此外,还利用卡塔尔州现有污水网络的实际数据来验证模型的输出。发现“地面干扰”因素是最有影响力的因素,其次是“位置”因素,重力管道的权重分别为10.6%和9.3%,压力管道的权重分别为8.8%和8.6%。另一方面,影响最小的是“长度”,其次是“直径”,重力下的管道的重量分别为2.2%和2.5%,压力下的管道的重量分别为2.5%和2.6%。所开发的模型能够令人满意地评估污水管道恶化的状况,第一种方法的平均有效性约为85%,第二种方法的平均有效性约为86%。预期开发的模型将成为决策者正确计划检查计划并提供下水道网络有效修复的有用工具。

著录项

  • 作者单位

    Qatar University (Qatar).;

  • 授予单位 Qatar University (Qatar).;
  • 学科 Civil engineering.;Engineering.
  • 学位 M.S.
  • 年度 2017
  • 页码 121 p.
  • 总页数 121
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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