Selection of Water Transmission Method and Analysis of Pipe Network Zoning in Municipal Water Supply and Drainage Design

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.

A Linear Programming Model for Seabed Oil-Gas Pipe Network

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.

Basic Research on Key Techniques Related to Urban 3D Pipe Network Modeling

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.

On the method of the automatic modeling in hydraulic pipe networks

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.

FVS SCHEME FOR SEVERE TRANSIENT FLOW IN PIPE NETWORKS

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.

Hydraulic model for multi-sources reclaimed water pipe network based on EPANET and its applications in Beijing, China

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.

Optimal operation of water distribution networks under local pipe failures

The optimal operation of water distribution networks under local pipe failures, such as water main breaks, was proposed. Based on a hydraulic analysis and a simulation of water distribution networks, a macroscopic model for a network under a local pipe failure was established by the statistical regression. After the operation objectives under a local pipe failure were determined, the optimal operation model was developed and solved by the genetic algorithm. The program was developed and examined by a city distribution network. The optimal operation alternative shows that the electricity cost is saved approximately 11%, the income of the water corporation is increased approximately 5%, and the pressure in the water distribution network is distributed evenly to ensure the network safe operation. Therefore, the proposed method for optimal operation under local pipe failure is feasible and cost-effective.

Function chain neural network prediction on heat transfer performance of oscillating heat pipe based on grey relational analysis

As for the factors affecting the heat transfer performance of complex and nonlinear oscillating heat pipe (OHP),grey relational analysis (GRA) was used to deal with the relationship between heat transfer rate of a looped copper-water OHP and charging ratio,inner diameter,inclination angel,heat input,number of turns,and the main influencing factors were defined.Then,forecasting model was obtained by using main influencing factors (such as charging ratio,interior diameter,and inclination angel) as the inputs of function chain neural network.The results show that the relative average error between the predicted and actual value is 4%,which illustrates that the function chain neural network can be applied to predict the performance of OHP accurately.

Conflict detection in collaborative architectural pipe routing design based on constraint network

This paper analyzes conflict features in architecture pipe routing,and builds a pipe routing design conflict model by taking into account of discrete nominal internal diameter selection of pipes,material costs,and conflict solution sequence.Considering pipe routing as an assembling process,a conflict detection approach for pipe routing in collaborative architectural design is proposed based on an aforementioned model.Constraint network is used to describe the relationship among pipe routing design parameters and constraints;design conflicts are detected by matching designers' input and constraint network;and detected design conflicts are reordered according to the number of pipe parameters in conflicts.In order to support the collaborative requirement of pipe routing design,a prototype system using browser/server architecture is developed.An illustrative example of water pipe routing in a room is used to show the effectiveness and efficiency of the approach.

Impact of the Condition of Drinking Water Supply Networks on the Quality of Water Intended for Consumption: The Case of the Network in the Commune of Daloa (Central West of Côte d’Ivoire)

The potability of drinking water depends not only on the source and the treatment system, but also on the quality of the waterworks. In fact, the quality of drinking water is considerably degraded by the dilapidated state and lack of maintenance of drinking water networks. In Côte d’Ivoire, the majority of drinking water networks in the various towns are ageing. In Daloa, despite the efforts made by the company in charge of water treatment and distribution to make the water drinkable, the water at consumers’ taps is often colored, has an unpleasant aftertaste and settles after collection. As a result, people are concerned about the potability of tap water, and some are turning to alternative sources of drinking water of unknown quality. In order to determine the factors responsible for the deterioration in water color and taste, as well as the sectors of the network most affected, a diagnosis of the network’s equipment was carried out. Water samples taken from the network were analyzed for color and turbidity. The diagnosis revealed that most of the equipment (suction pads, valves, drains and fire hydrants) is outdated and irregularly maintained. Analyses show that the water is more colored in cast-iron and PVC pipes than in asbestos cement pipes. Coloration values in the network range from 0 to 27 UVC for asbestos cement pipes, from 15 to 56 UCV for ductile iron pipes, and from 11 to 102 UCV for PVC pipes. On the over hand, turbidity values vary from 8.02 to 3.32 NTU for ductile cast iron pipes, 8.51 to 16.98 NTU for asbestos cement pipes and 0.9 to 6.98 NTU for PVC pipes. Old cast-iron pipes release ferric ions on contact with water, degrading their color. Old cast-iron pipes release ferric ions into the water, degrading its color. The high color values observed in the vicinity of drains are thought to be due to irregular maintenance of the network. In fact, after network maintenance, a reduction rate ranging from 2% to 73% is observed for turbidity, while for color, the rate varies from 5% to 72%. In short, the network’s obsolescence and irregular maintenance contribute significantly to the deterioration of water quality.

宁夏回族自治区碳捕集、利用与封存源汇匹配与集群部署

“双碳”(碳达峰、碳中和)战略背景下,碳捕集、利用与封存技术(CCUS)是实现化石能源大规模低碳化利用的关键技术之一。近年,CCUS技术呈现出规模化和集群化发展趋势,而科学、合理的源汇匹配是CCUS集群部署工程选址的重要依据,能够建立高效CO_(2)输运管网、降低减排成本。宁夏是国家能源安全战略布局的重要保障基地,能源结构偏煤、工业结构偏重特征明显,面临着巨大的碳减排压力。针对宁夏CCUS集群部署的源汇匹配问题,调研评估了宁夏工业碳排放源特征和地质碳汇潜力,构建了CCUS源汇匹配模型,在充分考虑源汇性质、捕集-输运-封存成本、CO_(2)运输距离、区域地理条件、土地利用类型、人口密度等因素基础上,应用改进的节约里程法和基于地理信息系统(GIS)的最低成本路径优化法,结合ArcGIS平台和优化求解软件,获得了宁夏CCUS源汇匹配优化和应用方案,并提出宁夏CCUS集群部署建议。结果表明,截止2021年,宁夏工业碳排放源107个,碳排放总量2.26亿t/a,以化工(含自备电厂)和电力行业碳排放为主。宁夏主要封存地质体包括深部咸水层、深部不可开采煤层和油气藏,CO_(2)理论地质封存容量151.55亿t,以深部咸水层封存潜力最大。宁夏CCUS源汇匹配效果较好,在源汇直接相连的情况下,区内年排放量10万t以上的大型工业排放源CCUS集群部署(30 a规划期)总成本约2.45万亿元,并以捕集成本为主,占比83.65%,单位减排成本402.32元/t,共需建设CO_(2)运输管道2 459 km;改进的节约里程法和基于GIS的最低成本路径优化法可大幅降低CCUS集群部署成本,优化后CCUS单位减排成本降至381.76元/t,节约管道建设里程938 km。宁夏应聚焦电力、化工等“两高”(高耗能、高排放)行业,在以宁东能源化工基地为重点的北部、东部地区超前应用CCUS技术,打造宁东能源化工基地、银川—吴忠、石嘴山、中卫和固原5个CCUS特色集群,构建宁夏特色的工程化CCUS全流程技术模式。

基于高低温分区热管网络的高轨通信卫星散热能力提升方法

针对我国高轨通信卫星不断提升的散热需求,提出采用基于高低温分区热管网络的热设计方法。在分析热管网络散热能力的基础上,进行设备分区布局设计、分区热管网络散热面设计和分区热管网络布局设计。该方法可在保证卫星仪器设备工作温度、不降低热设计可靠性、不增加分系统重量及功率需求的前提下,将卫星散热能力提升15%~20%。文章还结合近些年通信卫星研制中的经验和教训,归纳给出高低温分区热管网络设计中的注意事项,以期为相关工程设计提供有效指导。

NH_(4)H_(2)PO_(4)-KHCO_(3)混合粉体对管网甲烷爆炸的抑制特性

在自行搭建的管网实验系统中,将常用于抑制甲烷爆炸的碳酸氢钾KHCO_(3)与磷酸二氢铵NH_(4)H_(2)PO_(4)进行不同比例的混合。选取5种不同的粉体配比,对比单一粉体以及各抑爆工况下各测点的爆炸峰值压力、火焰峰值速度和火焰峰值温度等爆炸特征参数,获得抑制管网甲烷爆炸的最佳工况,并阐述了抑爆机理。结果表明:混合粉体对管网甲烷爆炸的抑制性能优于单一粉体;KHCO_(3)与NH_(4)H_(2)PO_(4)都易受热分解;其中,KHCO_(3)可以在相对较低的温度下迅速完成热解过程,从而吸收更多的反应热,抑爆性能优于NH_(4)H_(2)PO_(4)粉体;混合粉体中,抑爆效果随着KHCO3含量的增加显著提高。在5种混合比例中,当KHCO_(3)与NH_(4)H_(2)PO_(4)质量比为2.0:1.0时,抑爆效果最佳。KHCO_(3)与NH_(4)H_(2)PO_(4)表现出良好的爆炸抑制效果,研究所得结论可为抑制甲烷爆炸研究提供参考。

基于POA-BP的TP2管材自由弯曲成形结果预测

将壁厚减薄率和椭圆率作为管材自由弯曲成形结果的评价指标,选取弯曲模与管材间隙值、弯曲模圆角半径值、管材弯曲变形区长度、导向机构圆角半径值、导向机构与管材间隙值作为影响因子。利用数值模拟方法对管材自由弯曲成形结果的评价指标和影响因子建立样本库,并随机选取6组作为测试样本,其余的作为训练样本,结合BP神经网络和鹈鹕优化算法对预测模型进行训练,构建POA-BP神经网络预测模型对管材自由弯曲成形结果进行预测。结果表明,POA-BP预测模型的壁厚减薄率和椭圆率的最大预测误差不超过2%,故POA-BP预测模型能够有效预测管材成形结果。

基于混合和谐搜索算法的自压滴灌田间管网多目标优化设计

为了综合考虑管网投资和水压分布,合理进行管网布置和管径选择,以满足管网的经济性和可靠性,使自压滴灌管网系统达到投资最低和灌水均匀度最高的目的。以管网投资最低(管网经济性)和节点富余水头均值最小(管网可靠性)为目标,建立了自压滴灌“梳子”形和“丰字”形田间管网系统的多目标优化数学模型,提出了混合和谐搜索算法求解多目标优化模型的方法和步骤。以新疆某自压滴灌工程为例,采用该方法对其田间管网系统进行优化,优化方案的管网总投资为47.63万元,与原设计方案相比降低了9.86%;管网节点富余水头均值为8.87 m,与原设计方案相比降低了28.37%。该优化设计方法得到的优化结果,不仅节省投资明显,而且节点富余水头均值显著减小,说明管网系统的压力偏差小,灌水的均匀度显著提高。优化结果表明,混合和谐搜索算法收敛速度快,计算精度高,在自压滴灌管网的多目标优化设计中具有很好的应用价值。

基于SWMM的北京市核心区合流制排水管网清淤方案研究

管道沉积物淤积会影响城市管网排水能力,每年汛前对排水管网开展清淤是北京市内涝防治的重要工作之一。但由于北京市核心区街道狭窄,清淤施工作业条件差,工作效率低,并且多数管道达不到设计标准要求,导致每年淤积管道数量较大,汛前完成所有管道清淤工作难度高,因此如何确定区域内重点清淤管道,快速恢复管网排水能力,对指导北京市核心区排水管网清淤工作十分重要。以北京市核心区某合流区域排水管网为研究对象,基于SWMM模型,从管网淤积风险判断、不同淤积程度的清淤必要性判断以及重点清淤管段选择标准3方面研究。结果表明:在管网整体40%的淤积情况下,暴雨重现期不超过5年时,对总长度25.2%的重点管道进行清淤后,溢流节点数量恢复至无淤积工况,节点最大溢流时间、排口总出流量、排口峰值流量变化值是全部管段清淤变化值的85.0%、76.0%、69.5%以上,表明对重点管道清淤方法可较大范围恢复区域排水能力。

变电站周围管网及新建地网系统对原接地网特性参数的影响

“双碳”目标的大背景下,随着以高比例新能源为主体的新型电力系统的建设,原变电站接地网已然难以满足当下需求,存在着新改造地网与老旧地网的安全运行问题以及周围地下金属管网的接入使改造地网产生的参数变动问题。接地网的某项参数不达标,则会影响变电站和站内设备的稳定运行,对人身安全造成严重的影响。因此,需要分析改建地网及金属管网等原变电站周围管网系统参数指标的安全限值,综合考虑分层土壤结构、地下金属管网及其他周围地形对于改建地网安全运行的影响效应。基于矩量法并结合CDEGS接地网仿真软件搭建了新旧地网以及周边金属管道数学模型,综合考虑各种土壤特性下变电站周围金属管道以及新建地网对原变电站的各个特性参数,进行了分析研究,获得了多种情况下变电站接地网与金属管道以及原接地网与新建地网之间的阻性耦合影响曲线及各项接地参数的对比,并据此提出相应的防护措施。实验发现:对金属管道敷设绝缘层可以有效减小管道的散流作用,但对降低接触电压并不明显,敷设绝缘层前后接触电压仅下降3%;将新建地网与原接地网相连使原变电站接地网最大接触电压下降28.1%,降阻率达20%。为变电站接地网改造工程及新型电力系统的构建提供一定的理论依据。

污水管道水位流速检测装置设计

在线实时监测市政污水管道内污水的水位和流速能帮助市政管理部门精准掌握污水流动情况,及时了解管道出现的问题,提高工作效率。该文依据绕流理论设计并制作了一种基于浮球的水位和流速检测装置,通过测量浮球随水位变化的相对位移实现水位测量;通过测量流体对浮球的推力实现流速测量。装置的GSM/GPRS模块接收水位和流速的检测数据并传输至远程监控端,实现远程在线监测。在明渠标准实验台对该检测装置的水位和流速测量值进行标定和精度实验,实验结果表明:测量水位的偏差在±3 mm内,误差不大于其满量程的0.5%;流速测量偏差值在±0.04m/s内,误差不大于其满量程的5%。将该检测装置安装在实际的污水管道内,对污水水位和流速进行了为期三个月的实验监测,检测值的远程传输结果符合预期。

基于随机优化算法的天然气管道运行优化研究综述

在“双碳”目标背景下,天然气管道的运行优化可以最大程度地实现降本增效减碳,因而得到了广泛且深度的关注。与确定性算法不同,随机优化算法在处理大规模管道和混合整数非线性规划问题上优于经典确定性算法。为此,对基于随机优化算法的天然气管道运行优化进行了调研。首先,介绍了天然气管道运行的数学模型;其次,采用随机优化算法求解模型最优调度结果,分别对遗传、粒子群、蚁群以及模拟退火4类算法在天然气管道运行中的应用进行了分析、对比和归纳。最后,对天然气管道运行优化的技术挑战与发展趋势进行了探讨。