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Journal of Pipeline Systems Engineering and Practice最新文献

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Pipeline Failure Assessment Based on Fuzzy Bayesian Network and AHP 基于模糊贝叶斯网络和层次分析法的管道失效评估
IF 2 4区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2023-02-01 DOI: 10.1061/(asce)ps.1949-1204.0000698
Qiaoyan Yu, Lei Hou, Yanhao Li, C. Chai, Kai Yang, Jiaquan Liu
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引用次数: 3
Booster Optimization for Water Distribution System Based on Trapezoidal Fuzzy Distribution 基于梯形模糊分布的配水系统增压优化
IF 2 4区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2023-02-01 DOI: 10.1061/jpsea2.pseng-1322
Yumin Wang, G. Zhu
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引用次数: 0
Development and Implementation of a Novel Assessment System for Water Utilities in Strategic Water Loss Management 战略失水管理中新型水务评估系统的开发与实现
IF 2 4区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2023-02-01 DOI: 10.1061/jpsea2.pseng-1323
M. Firat, Cansu Bozkurt, Abdullah Ateş, S. Yilmaz, Ö. Özdemir
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引用次数: 0
Clarification of Deterioration Mechanism and Seismic Performance of Telecommunication Steel Conduit 电信钢管劣化机理及抗震性能的探讨
4区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2023-02-01 DOI: 10.1061/(asce)ps.1949-1204.0000697
Masaru Okutsu, Akira Ito, Gaku Shoji, Takanobu Suzuki
This study evaluates the seismic response of conduits considering the aging deterioration of steel-pipe threaded joints for communication. To model the displacement-load characteristics of the aged steel-pipe threaded joint, fracture experiments were conducted using specimens with a burial period of 30 to 50 years. The obtained results showed that the maximum tensile load tended to decrease as the burial period became longer and as the internal corrosion became severe. The deterioration of steel pipe threaded joints was represented by a model in which the yield load and maximum load decrease as the pipe thickness decreases in proportion to the 0.5th power of the burial period t due to corrosion. The seismic response of the system is investigated by modeling the pipe with beam elements and the deteriorated joints as well as the pipe-soil interaction with spring elements. It is shown that joints with a burial period of more than 20 years are plasticized with a ground strain of 0.3%, and joints with a burial period of 50 years are destroyed with a ground strain of 0.5%. As a result, the effect of joint deterioration on the seismic performance of the steel pipe conduits was quantitatively clarified.
研究了考虑通信用钢管螺纹接头老化劣化的管道地震响应。为了模拟时效钢管螺纹接头的位移-载荷特性,采用埋置时间为30 ~ 50年的试件进行了断裂试验。结果表明:随着埋藏时间的延长和内腐蚀的加剧,最大拉伸载荷呈减小趋势;钢管螺纹接头的劣化用屈服载荷和最大载荷随管厚的减小而减小的模型来表示,该模型与腐蚀引起的埋置时间t的0.5次幂成正比。采用梁单元和退化节点对管道进行建模,采用弹簧单元对管道-土相互作用进行建模,研究了系统的地震响应。结果表明,埋藏期大于20年的节理以0.3%的地应变发生塑化,埋藏期为50年的节理以0.5%的地应变发生破坏。从而定量地阐明了接头劣化对钢管管道抗震性能的影响。
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引用次数: 1
Rupture Leakage Model for a Natural Gas Pipeline 天然气管道破裂泄漏模型研究
IF 2 4区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2023-02-01 DOI: 10.1061/(asce)ps.1949-1204.0000699
Mingqing Yan, Jun Li, Yanwen Guan
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引用次数: 1
Generation of Synthetic Water Distribution Data Using a Multiscale Generator-Optimizer 使用多尺度生成器优化器生成综合配水数据
IF 2 4区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2023-02-01 DOI: 10.1061/jpsea2.pseng-1358
Ahmad Momeni, Varsha Chauhan, Abdulrahman Bin Mahmoud, K. Piratla, Ilya Safro
: Rare or limited access to real-world data has widely been a stumbling block for the development and employment of design optimization and simulation models in water distribution systems (WDS). Primary reasons for such accessibility issues could include data unavailability and high security protocols. Synthetic data can play a major role as a reliable alternative to mimic and replicate real-world WDS for modeling purposes. This study puts forth a comprehensive approach to generate synthetic WDS infrastructural data by (1) employing graph-theory concepts to generate multitudinous WDS skeleton layouts through retaining the critical topological features of a given real WDS; and (2) assigning component sizes and operational features such as nodal demands, pump curves, pipe sizes, and tank elevations to the generated WDS skeleton layouts through a multiobjective genetic algorithm (GA) – based design optimization scheme. Thousands of such generated-optimized networks are statistically analyzed in terms of the fundamental WDS characteristics both collectively and granularly. An outstanding novelty in this study includes an automatedly integrated algorithmic function that attempts to (1) simultaneously optimize the generated network in a biobjective scheme, (2) rectify pipe intersections that violate pipeline embedding standards, and (3) correct the unusual triangular loops in the generator by honoring the conventional square-shaped loop connectivity in a WDS. The proposed modeling approach was demonstrated in this study using the popular Anytown water distribution benchmark system. Generation and optimization of such representative synthetic networks pave the way for extensive access to representative case-study models for academic and industrial purposes while the security of the real-world infrastructure data is not compromised. DOI: 10.1061/JPSEA2.PSENG-1358. © 2022 American Society of Civil Engineers. Author
:对真实世界数据的罕见或有限访问一直是开发和使用配水系统(WDS)设计优化和模拟模型的绊脚石。这种可访问性问题的主要原因可能包括数据不可用和高安全协议。合成数据可以作为模拟和复制真实世界WDS以进行建模的可靠替代方案发挥重要作用。本研究提出了一种生成合成WDS基础设施数据的综合方法,方法是:(1)利用图论概念,通过保留给定真实WDS的关键拓扑特征,生成大量WDS骨架布局;以及(2)通过基于多目标遗传算法(GA)的设计优化方案,将组件尺寸和操作特征(如节点需求、泵曲线、管道尺寸和储罐高程)分配给生成的WDS骨架布局。数千个这样生成的优化网络根据WDS的基本特性进行了统计分析,包括总体和粒度。这项研究中的一个突出新颖之处包括一个自动集成的算法函数,该函数试图(1)在双目标方案中同时优化生成的网络,(2)纠正违反管道嵌入标准的管道交叉点,以及(3)通过尊重WDS中的传统方形环连接来纠正生成器中不寻常的三角形环。本研究使用流行的Anytown配水基准系统对所提出的建模方法进行了验证。这种具有代表性的合成网络的生成和优化为广泛访问用于学术和工业目的的具有代表性案例研究模型铺平了道路,同时真实世界基础设施数据的安全性不会受到损害。DOI:10.1061/JPSEA2.PSENG-1358。©2022美国土木工程师学会。著者
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引用次数: 3
Decision-Making Guidance for the Optimal Selection of Culvert Renewal Methods 涵洞更新方法优化选择的决策指导
IF 2 4区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2023-02-01 DOI: 10.1061/jpsea2.pseng-1361
He Jin, K. Piratla, J. Matthews, Jonghoon Kim
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引用次数: 0
Experimental and Numerical Study Regarding the Behavior of HDPE Pipes under Quasi-Static Point Loads 准静态点荷载作用下HDPE管材性能的实验与数值研究
IF 2 4区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2023-02-01 DOI: 10.1061/jpsea2.pseng-1319
A. Diniță, I. Ramadan, M. Tănase
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引用次数: 0
Numerical Simulation of Robotic Inspection–Induced Flow Field Disturbance in Bends and Tees 机器人检测引起的弯管和三通流场扰动的数值模拟
IF 2 4区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2023-02-01 DOI: 10.1061/jpsea2.pseng-1307
Shouzhi Chen, R. Bao, Zhongfei Yan, Xiu-Feng Cai, Yuxin Tong, Yu Guo, Xiangguang Sun, Yong Chen, Jian Zhu, Huiyi Li
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引用次数: 0
A Review of Design, Manufacture, and Mechanical Properties of Steel Skeleton Reinforced Thermoplastic Pipes 钢骨架增强热塑性钢管的设计、制造及力学性能研究进展
IF 2 4区 工程技术 Q3 ENGINEERING, CIVIL Pub Date : 2023-01-01 DOI: 10.1061/jpsea2.pseng-1286
Jun Shi, J. Rao, Xiang Li, S. Shen, Yijun Shen
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引用次数: 0
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Journal of Pipeline Systems Engineering and Practice
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