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Selection of Water Transmission Method and Analysis of Pipe Network Zoning in Municipal Water Supply and Drainage Design
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作者 Liang Liu 《Journal of World Architecture》 2024年第2期56-61,共6页
With the acceleration of urbanization,the demand for water supply and drainage pipe networks has increased significantly.In the planning of urban construction,it is necessary to optimize the design of the water supply... With the acceleration of urbanization,the demand for water supply and drainage pipe networks has increased significantly.In the planning of urban construction,it is necessary to optimize the design of the water supply and drainage system pipe network to effectively save energy while providing residents with more accessible water resources.Therefore,the municipal water supply and drainage system and the water transmission methods should be designed according to the geographical conditions of the city.In this paper,we mainly analyze the design of municipal water supply and drainage systems and the selection of water transmission methods.Besides,the optimization of the water supply and drainage network zoning process and pipe network maintenance is also discussed,so as to provide a reference for municipal water supply and drainage work. 展开更多
关键词 Municipal water supply and drainage design Water transmission method pipe network zoning maintenance
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Application of Dynamic Programming Method in Optimization of Water Distribution Pipe Network 被引量:2
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作者 樊鹏 王莹 +1 位作者 杨建波 杨青伟 《Agricultural Science & Technology》 CAS 2014年第4期703-705,共3页
With a water-supply network by dynamic programming. The minimal as an example, the network was optimized annual discounted costs were taken as an objective function and node pressure etc. as constraint conditions. The... With a water-supply network by dynamic programming. The minimal as an example, the network was optimized annual discounted costs were taken as an objective function and node pressure etc. as constraint conditions. The alternative pipe diameters were optimized as per enumeration method and the group allowing objective function with the least values would be the optimized one. It is proved the optimized pipe network reduced by 11.49% in terms of cost and the optimized ben- efits proved much significant. 展开更多
关键词 DYNAMICPROGRAMMING Water distribution pipe network OPTIMIZATION
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Basic Research on Key Techniques Related to Urban 3D Pipe Network Modeling 被引量:1
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作者 DU Guoming GONG Jianya XIONG Hanjiang 《Geo-Spatial Information Science》 2002年第4期41-45,共5页
A new geometric modeling approach is introduced in this paper.First the principle of modeling of 3D pipe network is discussed in detail.Then the procedures of implementing pipe network visualization and system functio... A new geometric modeling approach is introduced in this paper.First the principle of modeling of 3D pipe network is discussed in detail.Then the procedures of implementing pipe network visualization and system functions are presented.Last,several efficient methods for speeding up display of graphics are introduced.The new geometric modeling approach offers to people a new way to solve 3D visualization of complex urban pipe network. 展开更多
关键词 D pipe network VISUALIZATION MODELING
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On the method of the automatic modeling in hydraulic pipe networks
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作者 孙以泽 徐本洲 王祖温 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2003年第2期130-132,共3页
In this paper the dynamic characteristics in pipes are analyzed with frequency method, and puts forward a simple and practical describing method. By establishing the model library beforehand, the modeling of the pipe ... In this paper the dynamic characteristics in pipes are analyzed with frequency method, and puts forward a simple and practical describing method. By establishing the model library beforehand, the modeling of the pipe net is completed automatically, and we can accurately calculate the impedance characteristics of the pipe network, achieve the reasonable configuration of the pipe network, so that to decrease the pressure pulsation. 展开更多
关键词 automatic modeling pipe network dynamic characteristics pressure pulsation
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Hidden Dangers and Prevention Measures of the Construction Quality of Heating Pipe Network Project
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作者 LIXiang 《外文科技期刊数据库(文摘版)工程技术》 2022年第9期129-132,共4页
The sustainable development of Chinas social economy, the heating pipe network project has also had a great development. At present, the society gives positive encouragement and advocacy to the sustainable development... The sustainable development of Chinas social economy, the heating pipe network project has also had a great development. At present, the society gives positive encouragement and advocacy to the sustainable development of the project, and takes energy conservation and emission reduction as a very important task at present. Environmental protection has also become the primary factor of project construction. Central heating has been gradually adopted by construction workers in the heat network, mainly because central heating can greatly reduce the cost of the project. But if there is a problem in a node in the heat network, it will lead to a large area of the heat network without heating phenomenon. Therefore, due to the complex pipe network, the quality danger of heating pipe network is easy to occur in the construction process. Strengthening the construction technology is an important basis to ensure the quality. 展开更多
关键词 heating pipe network engineering construction quality hidden dangers prevention and control measu
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Construction Technology and Quality Control of Heating Pipe Network Engineering
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作者 LIU Jiang 《外文科技期刊数据库(文摘版)工程技术》 2021年第5期001-003,共5页
Since the reform and opening up, China's economic level has gradually improved, and people’s demand for a better life has become increasingly strong. With the rapid development of urbanization, large-scale popula... Since the reform and opening up, China's economic level has gradually improved, and people’s demand for a better life has become increasingly strong. With the rapid development of urbanization, large-scale population and construction facilities gather in the city. Heat energy is an essential energy in people’s life. Central heating engineering has become an essential infrastructure in urban construction. At the same time, heating engineering also implements the strategy of human sustainable development, which is important for improving people’s living standards, protecting the environment and improving the environment. The present situation of gas reservoir plays an important role. The construction of heat pipe network in the city is relatively strict. In order to avoid that the heat pipe network project will affect the interests of residents, public safety and the stability of the whole system due to quality problems, the relevant parties of the project should conduct real-time supervision and inspection according to relevant standards during the construction of facilities. The design documents should be implemented to ensure the scientificity, safety and stability of the project. And improve the efficiency of its system operation, to achieve the purpose of economic operation. This paper makes a detailed analysis and discussion on the importance of the safety construction of the heat pipe network project and the supervision in the construction process, so as to lay a theoretical foundation for the smooth progress of the project. 展开更多
关键词 heat pipe network engineering construction technology quality control
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Study on Measures of Construction Quality Management of Municipal Drainage Pipe Network Engineering
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作者 YEChengyun 《外文科技期刊数据库(文摘版)工程技术》 2022年第6期170-173,共4页
At present, in the municipal drainage pipe network project, the level of the construction quality of the project whether to play an important correlation. Municipal drainage pipe network engineering in the actual cons... At present, in the municipal drainage pipe network project, the level of the construction quality of the project whether to play an important correlation. Municipal drainage pipe network engineering in the actual construction, should be closely around the quality control of scientific and reasonable control, take targeted means to increase the quality control, understand the main factors affecting the quality of engineering, develop a scientific and reasonable construction means, to promote the project can play a due value. This paper explores the quality control of such projects. 展开更多
关键词 municipal drainage drainage pipe network engineering construction quality management
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A Linear Programming Model for Seabed Oil-Gas Pipe Network
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作者 Li, HW Tan, JH 《China Ocean Engineering》 SCIE EI 1998年第4期477-482,共6页
This paper analyzes the pipe network system of oil-gas collection and transportation for offshore oilfield development. A '0-1' integer linear programming model is constructed to optimize the investment of sea... This paper analyzes the pipe network system of oil-gas collection and transportation for offshore oilfield development. A '0-1' integer linear programming model is constructed to optimize the investment of seabed pipe network. The mathematical model is solved by the spanning tree method of graph theory and network analysis. All spanning trees of a network graph compose all the feasible solutions of the mathematical model. The optimal solution of the model is the spanning tree with the minimum cost among all spanning trees. This method can be used to optimize the seabed pipe network system and give a minimum cost plan for the development of offshore marginal oilfield groups. 展开更多
关键词 seabed pipe network offshore oilfield linear programming network analysis
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Effectiveness of urban distributed runoff model for discharge and water depth calculation in urban drainage pipe networks
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作者 Yang Zhou Yi-ling Leng +3 位作者 Peng-yu Wang Shang-hong Zhang Yu-long Zhu Yu-jun Yi 《Journal of Hydrodynamics》 SCIE EI CSCD 2024年第3期582-591,共10页
Effective urban land-use re-planning and the strategic arrangement of drainage pipe networks can significantly enhance urban flood defense capacity.Aimed at reducing the potential risks of urban flooding,this paper pr... Effective urban land-use re-planning and the strategic arrangement of drainage pipe networks can significantly enhance urban flood defense capacity.Aimed at reducing the potential risks of urban flooding,this paper presents a straightforward and efficient approach to an urban distributed runoff model(UDRM).The model is developed to quantify the discharge and water depth within urban drainage pipe networks under varying rainfall intensities and land-use scenarios.The Nash efficiency coefficient of UDRM exceeds 0.9,which indicates its high computational efficiency and potential benefit in predicting urban flooding.The prediction of drainage conditions under both current and re-planned land-use types is achieved by adopting different flood recurrence intervals.The findings reveal that the re-planned land-use strategies could effectively diminish flood risk upstream of the drainage pipe network across 20-year and 50-year flood recurrence intervals.However,in the case of extreme rainfall events(a 100-year flood recurrence),the re-planned land-use approach fell short of fulfilling the requirements necessary for flood disaster mitigation.In these instances,the adoption of larger-diameter drainage pipes becomes an essential requisite to satisfy drainage needs.Accordingly,the proposed UDRM effectively combines land-use information with pipeline data to give practical suggestions for pipeline modification and land-use optimization to combat urban floods.Therefore,this methodology warrants further promotion in the field of urban re-planning. 展开更多
关键词 Stormwater runoff water depth urban distributed runoff model urban drainage pipe networks urban land-use re-planning
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FVS SCHEME FOR SEVERE TRANSIENT FLOW IN PIPE NETWORKS 被引量:3
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作者 GENG Yan-fen WANG Zhi-li JIN Sheng 《Journal of Hydrodynamics》 SCIE EI CSCD 2005年第5期621-628,共8页
An efficient numerical method with first and second order accuracy is developed by the flux split technology to simulate the water hammer problem in single and multiple pipe networks under severe transient conditions.... An efficient numerical method with first and second order accuracy is developed by the flux split technology to simulate the water hammer problem in single and multiple pipe networks under severe transient conditions. The finite volume formulation ensures that both schemes conserve mass and momentum and produces physically realizable shock fronts. The conception of the fictitious cell at the junction is developed. The typical water hammer problem and the experi ment with friction and the comprehensive orbicular network with control valve and pressure relief valve and surge tank are implemented to test the numerical method. Strong numerical evidences show that the proposed scheme has several desirable properties, such as, accurate, efficient, robust, high shock resolution, conservative and stable for Courant number. 展开更多
关键词 pipe networks water hammer flux vector splitting fictitious cell finite volume method
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Hydraulic model for multi-sources reclaimed water pipe network based on EPANET and its applications in Beijing, China 被引量:1
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作者 Haifeng JIA Wei WEI Kunlun XIN 《Frontiers of Environmental Science & Engineering》 SCIE EI CSCD 2008年第1期57-62,共6页
Water shortage is one of the major water related problems for many cities in the world.The planning for utilization of reclaimed water has been or would be drafted in these cities.For using the reclaimed water soundly... Water shortage is one of the major water related problems for many cities in the world.The planning for utilization of reclaimed water has been or would be drafted in these cities.For using the reclaimed water soundly,Beijing planned to build a large scale reclaimed water pipe networks with multi-sources.In order to support the plan,the integrated hydraulic model of planning pipe network was developed based on EPANET supported by geographic information system(GIS).The complicated pipe network was divided into four weak conjunction subzones according to the distribution of reclaimed water plants and the elevation.It could provide a better solution for the problem of overhigh pressure in several regions of the network.Through the scenarios analy-sis in different subzones,some of the initial diameter of pipes in the network was adjusted.At last the pipe network planning scheme of reclaimed water was proposed.The proposed planning scheme could reach the balances between reclaimed water requirements and reclaimed water supplies,and provided a scientific basis for the reclaimed water utilization in Beijing.Now the scheme had been adopted by Beijing municipal government. 展开更多
关键词 hydraulic model multi-sources reclaimed water pipe network EPANET GIS BEIJING
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Computational Fluid Dynamics Approach for Predicting Pipeline Response to Various Blast Scenarios: A Numerical Modeling Study
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作者 Farman Saifi Mohd Javaid +1 位作者 Abid Haleem S.M.Anas 《Computer Modeling in Engineering & Sciences》 SCIE EI 2024年第9期2747-2777,共31页
Recent industrial explosions globally have intensified the focus in mechanical engineering on designing infras-tructure systems and networks capable of withstanding blast loading.Initially centered on high-profile fac... Recent industrial explosions globally have intensified the focus in mechanical engineering on designing infras-tructure systems and networks capable of withstanding blast loading.Initially centered on high-profile facilities such as embassies and petrochemical plants,this concern now extends to a wider array of infrastructures and facilities.Engineers and scholars increasingly prioritize structural safety against explosions,particularly to prevent disproportionate collapse and damage to nearby structures.Urbanization has further amplified the reliance on oil and gas pipelines,making them vital for urban life and prime targets for terrorist activities.Consequently,there is a growing imperative for computational engineering solutions to tackle blast loading on pipelines and mitigate associated risks to avert disasters.In this study,an empty pipe model was successfully validated under contact blast conditions using Abaqus software,a powerful tool in mechanical engineering for simulating blast effects on buried pipelines.Employing a Eulerian-Lagrangian computational fluid dynamics approach,the investigation extended to above-surface and below-surface blasts at standoff distances of 25 and 50 mm.Material descriptions in the numerical model relied on Abaqus’default mechanical models.Comparative analysis revealed varying pipe performance,with deformation decreasing as explosion-to-pipe distance increased.The explosion’s location relative to the pipe surface notably influenced deformation levels,a key finding highlighted in the study.Moreover,quantitative findings indicated varying ratios of plastic dissipation energy(PDE)for different blast scenarios compared to the contact blast(P0).Specifically,P1(25 mm subsurface blast)and P2(50 mm subsurface blast)showed approximately 24.07%and 14.77%of P0’s PDE,respectively,while P3(25 mm above-surface blast)and P4(50 mm above-surface blast)exhibited lower PDE values,accounting for about 18.08%and 9.67%of P0’s PDE,respectively.Utilising energy-absorbing materials such as thin coatings of ultra-high-strength concrete,metallic foams,carbon fiber-reinforced polymer wraps,and others on the pipeline to effectively mitigate blast damage is recommended.This research contributes to the advancement of mechanical engineering by providing insights and solutions crucial for enhancing the resilience and safety of underground pipelines in the face of blast events. 展开更多
关键词 Blast loading computational fluid dynamics computer modeling pipe networks response prediction structural safety
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Analysis and Reflection on the Current Situation of Urban Sewage Treatment and Pipeline Network Construction and Operation-A Case Study of Qiannan Prefecture
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作者 HEZhuolin 《外文科技期刊数据库(文摘版)工程技术》 2022年第5期028-032,共5页
In order to understand the current situation of urban sewage treatment and pipe network construction and operation, find out the foundation, find out the sticking point, control the source and stop the pollution, help... In order to understand the current situation of urban sewage treatment and pipe network construction and operation, find out the foundation, find out the sticking point, control the source and stop the pollution, help the water pollution prevention and control, and promote the sustainable development of water environment, this paper investigates the current situation of urban sewage treatment and pipe network construction and operation in Qiannan Prefecture. 展开更多
关键词 urban sewage treatment construction and operation of sewage pipe network Qiannan prefecture
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蒸汽管网仿真计算及动态响应研究 被引量:1
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作者 黄华 王鹏 +3 位作者 周炜 边腾飞 沈凯 张凯 《力学与实践》 2025年第2期331-341,共11页
社会的快速发展对蒸汽管网的安全、稳定、节能运行提出了更高的要求,需要更加准确地掌握蒸汽管网的动态运行规律。本文建立了蒸汽管网的水热力计算仿真模型,采用遗传算法与管网机理相结合的方法修正管段流阻系数,并用所提出的仿真计算... 社会的快速发展对蒸汽管网的安全、稳定、节能运行提出了更高的要求,需要更加准确地掌握蒸汽管网的动态运行规律。本文建立了蒸汽管网的水热力计算仿真模型,采用遗传算法与管网机理相结合的方法修正管段流阻系数,并用所提出的仿真计算方法分别探究了不同管道参数变化所对应的管道压力流量动态响应情况。通过实验计算结果显示,管道压力变化与管道流量变化息息相关,同时管长和管径参数与管道的压力动态响应特性密切相关。通过与传统计算流体动力学算法比较,本文所提出的仿真计算方法在计算管网不同管道参数的压力动态响应结果上具有较好的计算精度,适用于蒸汽管网在不同工况下的仿真研究和动态响应过程研究,可为应对管网突发状况提供有效手段,提高管网的运行调度安全性。 展开更多
关键词 蒸汽管网 水热力计算 动态仿真 压力波动
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致密气地面集输系统中后期增压模拟与分析
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作者 李超 何泉 +4 位作者 李怡超 练兴元 李俊妤 周军 梁光川 《现代化工》 北大核心 2025年第6期230-235,共6页
剖析了致密气集输系统中后期增压所面临的问题。首先根据增压位置的不同,分析了致密气集输系统中的6种增压工艺,并以致密气田某井区管网结构为例,通过TGNET仿真建模,反算各平台增压时机和执行间歇生产的最低压力,模拟了集输系统在不同... 剖析了致密气集输系统中后期增压所面临的问题。首先根据增压位置的不同,分析了致密气集输系统中的6种增压工艺,并以致密气田某井区管网结构为例,通过TGNET仿真建模,反算各平台增压时机和执行间歇生产的最低压力,模拟了集输系统在不同生产时期和进站压力下,共20组增压方案的压缩机配置和运行情况,以及间歇生产阶段对压缩机运行参数的影响,为致密气地面集输系统中后期增压方案的确定提供研究思路。 展开更多
关键词 致密气 集输系统 增压方案 管网模拟
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不同降雨情景下城市内涝风险研究——以兰州市某区域为例
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作者 陈金林 赵雨荷 +2 位作者 李鑫 任小虎 李一哲 《灾害学》 北大核心 2025年第4期62-70,共9页
近年来,西北地区受极端气候影响,降水量骤增,城市排水管径不足,导致内涝问题严峻。该文以兰州市五一山—兰山流域为研究区域,依据兰州市2017—2023年历史降雨数据,设计了5种短历时降雨和3场典型长历时降雨场景,采用水文-水动力学耦合法... 近年来,西北地区受极端气候影响,降水量骤增,城市排水管径不足,导致内涝问题严峻。该文以兰州市五一山—兰山流域为研究区域,依据兰州市2017—2023年历史降雨数据,设计了5种短历时降雨和3场典型长历时降雨场景,采用水文-水动力学耦合法建立城市雨洪模型,综合模拟检查井、排水管段、河道及排洪道等多重排水系统的响应特征。结果表明,在短历时降雨时,检查井平均超载时长约1 h,随着重现期P由1 a增至20 a,排水受阻时间超过0.5 h的管段比例从2.01%(P=1a)骤增至24.83%(P=20a)。当重现期达到10 a时,研究区开始出现道路积水。而长历时降雨时,检查井超载节点比例不足5%,管网排水与河道泄洪能力较强,内涝风险较低。 展开更多
关键词 城市内涝 水文-水动力学耦合法 降雨设计 排洪道 城市排水管网
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钾盐粉体抑制瓦斯爆炸超压特性研究
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作者 贾进章 田秀媛 《中国安全科学学报》 北大核心 2025年第7期48-56,共9页
为防范矿井瓦斯爆炸事故,深入探究钾盐粉体的抑爆性能及其在管网中的作用特征,利用包含并联管路、分岔管路和角联管路的管网,开展在N 2驱动下的KHCO_(3)、K_(2)C_(2)O_(4)和KH_(2)PO_(4)这3种钾盐粉体抑制瓦斯爆炸的试验,通过热重(TG)... 为防范矿井瓦斯爆炸事故,深入探究钾盐粉体的抑爆性能及其在管网中的作用特征,利用包含并联管路、分岔管路和角联管路的管网,开展在N 2驱动下的KHCO_(3)、K_(2)C_(2)O_(4)和KH_(2)PO_(4)这3种钾盐粉体抑制瓦斯爆炸的试验,通过热重(TG)分析粉体的热解特性,结合超压变化监测,探究不同钾盐粉作用下的爆炸超压和超压衰减系数,并借助Chemkin-Pro模拟软件剖析抑爆机制。结果表明:3种粉体抑爆后冲击波压力叠加衰减过程消失,超压时程曲线呈单峰值特性,KHCO_(3)粉体对爆炸超压峰值的抑制效果最佳,下降幅度达83.2%~88.9%,K_(2)C_(2)O_(4)次之,KH_(2)PO_(4)相对较弱;斜角联支管4中的压力衰减程度较其他支管中更大;支管4和拐弯段能够借助自身结构特性提升超压衰减效果,是布设抑制剂的优选位置,KHCO_(3)能最大程度利用这一结构特性增强抑爆效果;支线段冲击波超压衰减系数K_(2)出现了小于1的情况,添加K_(2)C_(2)O_(4)和KH_(2)PO_(4)粉体会加剧这一现象;KHCO_(3)工况下自由基含量最低,抑爆效果最佳,其次是K_(2)C_(2)O_(4)工况,最后是KH_(2)PO_(4)工况。 展开更多
关键词 钾盐粉体 瓦斯爆炸 爆炸超压 超压衰减 管网
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暴雨灾害情境下城市雨水管网韧性评估
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作者 李婷 房礼鹏 +2 位作者 李锐 聂盼 杨晨乾 《城市道桥与防洪》 2025年第10期147-152,共6页
随着我国城市化进程的不断推进和全球气候的变化,极端天气带来的暴雨、洪涝等自然灾害频发,严重威胁城市的安全与发展。雨水管网作为城市基础设施生命线工程的重要组成部分,对于雨水分流和处理具有重要作用。以城市雨水管网系统为基础,... 随着我国城市化进程的不断推进和全球气候的变化,极端天气带来的暴雨、洪涝等自然灾害频发,严重威胁城市的安全与发展。雨水管网作为城市基础设施生命线工程的重要组成部分,对于雨水分流和处理具有重要作用。以城市雨水管网系统为基础,结合韧性理论,借鉴PSR模型,构建了城市雨水管网韧性评价指标。并建立“组合赋权-可拓云”评估模型,最后利用贵州省某市区实例进行验证,对韧性指标进行量化,得到了不同强度下雨水管网系统的韧性等级,并将评价结果可视化呈现,以更好的帮助决策者和城市规划者理解和应对城市雨水管网的挑战和风险。 展开更多
关键词 韧性城市 城市雨水管网 PSR模型 云模型
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组合抑爆对管网内甲烷爆炸试验研究及抑爆机理分析
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作者 贾进章 张先如 吴汶芮 《振动与冲击》 北大核心 2025年第10期19-29,共11页
在矿井作业以及天然气运输作业中,甲烷爆炸后产生的冲击波与火焰波所带来的危害较大,为减少爆炸对生命安全和财产安全的损害,该研究在自行搭建的管网系统中利用多孔泡沫铁镍可填充性,将多孔泡沫铁镍与粉体进行组合,通过管网内抑爆试验... 在矿井作业以及天然气运输作业中,甲烷爆炸后产生的冲击波与火焰波所带来的危害较大,为减少爆炸对生命安全和财产安全的损害,该研究在自行搭建的管网系统中利用多孔泡沫铁镍可填充性,将多孔泡沫铁镍与粉体进行组合,通过管网内抑爆试验研究得到多孔泡沫铁镍与粉体最佳组合,利用粉体热解特性与Materials Studio软件分析磷酸二氢铵(NH4H2PO4)微观抑制甲烷爆炸机理。试验结果表明:30ppi孔径的多孔泡沫铁镍与70 g NH_(4)H_(2)PO_(4)粉体可以有效地抑制管网内甲烷爆炸,最大可使管网内甲烷爆炸压力峰值降幅达82.5%;使得各支路火焰传播速度分别降至10.01 m/s、10.99 m/s、11.78 m/s、9.78 m/s;可使各支路温度峰值分别降至359 K、341 K、324 K、337 K。多孔泡沫铁镍与NH4H2PO4抑制甲烷爆炸的机理主要物理抑制体现在两者吸热反应中,化学抑制体现在铵根离子受热发生分解,并释放出大量活性基团捕获甲烷爆炸中的关键自由基,降低甲烷爆炸过程所需的自由基浓度。 展开更多
关键词 管网系统 甲烷爆炸 抑爆机理 组合抑爆
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面向“嵩山”平台供水管网仿真计算的移植优化研究
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作者 郭恒亮 李冰洋 +3 位作者 杨周凡 韩璞 胥博文 商建东 《计算机应用与软件》 北大核心 2025年第4期44-50,共7页
供水管网仿真系统拓扑结构复杂,元件数据密集,系统的高效仿真对实施平台的性能提出了很高的要求。“嵩山”超级计算机系统采用CPU+DCU异构架构,为实现仿真计算在该架构上的高效运行。根据HIP异构编程模型将计算热点映射至DCU加速器上实... 供水管网仿真系统拓扑结构复杂,元件数据密集,系统的高效仿真对实施平台的性能提出了很高的要求。“嵩山”超级计算机系统采用CPU+DCU异构架构,为实现仿真计算在该架构上的高效运行。根据HIP异构编程模型将计算热点映射至DCU加速器上实现,使用MULTPARA多级并行优化方法实现不同元件计算在DCU加速器上的并发,解决线程块间不能充分并行的问题,利用跨线程访问方法解决部分元件计算中存在的线程束分化问题。实验结果表明,相较过往实施平台取得了8.537的加速比。 展开更多
关键词 异构并行 管网仿真计算 DCU加速器 MULTPARA方法 跨线程访问
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