检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:曾佳榆 陆瑶 曹昊晨 李薇 袁文麒 舒诗湖 Zeng Jia-yu;Lu Yao;Cao Hao-chen;Li Wei;Yuan Wen-qi;Shu Shi-hu(School of Environmental Science and Engineering,Donghua University,Shanghai 201620,China;Shanghai Pudong Veolia Water Supply Co.,Ltd.,Shanghai 200127,China;China Power Construction Group Architectural Planning and Design Institute Co.,Ltd.,Beijing 100024,China;Shanghai Yunshui Engineering Design Co.,Ltd.,Shanghai 201707,China)
机构地区:[1]东华大学环境科学与工程学院,上海201620 [2]上海浦东威立雅自来水有限公司,上海200127 [3]中国电建集团建筑规划设计研究院有限公司,北京100024 [4]上海韵水工程设计有限公司,上海201707
出 处:《广东工业大学学报》2023年第3期122-126,共5页Journal of Guangdong University of Technology
基 金:上海市科委社发重点项目(19DZ1204400);上海市水务局科研项目(沪水科2020-12)。
摘 要:为了响应国务院颁布的《水污染防治行动计划》,实现2035年市政自来水直饮的目标,本文对上海某老旧小区的二次供水管网进行模拟。根据管网布置现状,提出了3个不同的管网布置方案,对其进行模拟,比较各点水龄、压力、流速等水力情况。选取较为合适的改造方案:现状和方案1,并分别对其进行水池水位和管网管径优化。模拟结果显示水池水位优化和管网管径优化方案可以显著缩短水龄,压力和流速均处于较合适的范围,根据模拟结果多维度比选,最终选取基于水池水位与管网管径优化的现状管网。经检测,改造后各项水质指标检测均达标,余氯衰减系数降低了53.3%。In response to the"Water Pollution Prevention and Control Action Plan"promulgated by the State Council and to achieve the goal of direct drinking of municipal tap water in 2035,the secondary water supply network of an old community in Shanghai is simulated.According to the current pipeline network layout,three other different pipeline network layout schemes are proposed,which are simulated to compare the water age,pressure,flow rate and other hydraulic conditions at each point.Choosing a more appropriate transformation plan and comparing the current situation and planned one,the water level of the pool and the diameter of the pipe network are respectively optimized.The simulation results show that the water level optimization and pipe diameter optimization of the pool can significantly shorten the water age,and the pressure and flow velocity are in a more appropriate range.According to the simulation results,the multi-dimensional comparison and selection are finally selected based on the current situation of the optimization of the water level of the pool and the pipe diameter.After testing,all water quality indicators are up to standard after the renovation,and the residual chlorine attenuation coefficient is reduced by 53.3%.
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.30