[1]詹树新,胡德云.基于MIKE模型的饮用水水源地污染风险预测评估——以长江南京段为例[J].江苏水利,2019,(09):46-50.
　ZHAN Shuxin,HU Deyun.Prediction and assessment on the pollution risk of drinking water sources based on MIKE model——take the Nanjing Section of the Yangtze River as an example[J].JIANGSU WATER RESOURCES,2019,(09):46-50.
点击复制

基于MIKE模型的饮用水水源地污染风险预测评估——以长江南京段为例()
分享到：

《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2019年09期
页码:
46-50
栏目:
水文水资源
出版日期:
2019-10-11

文章信息/Info

Title:
Prediction and assessment on the pollution risk of drinking water sources based on MIKE model——take the Nanjing Section of the Yangtze River as an example
文章编号:
1007-7839(2019)09-0046-05
作者:
詹树新1;  胡德云2
1.南京通瑞水利建设有限公司, 江苏 南京 210017; 2.江苏恒逸源工程项目管理有限公司, 江苏 南京 210017
Author(s):
ZHAN Shuxin1;  HU Deyun2
1.Nanjing Tongrui Hydraulic Engineering Construction Co., Ltd., Nanjing 210001, Jiangsu; 2.Jiangsu Hengyiyuan Engineering Project Management Co., Ltd., Nanjing 210017, Jiangsu
关键词:
饮用水;  水源地;  风险预测;  长江南京段
Keywords:
drinking water;  water source;  risk forecast;  Nanjing Section of the Yangtze River
分类号:
X522
文献标志码:
B
摘要:
以长江南京段为例,运用MIKE模型,模拟长江南京段常规排污情况对水质的影响,找出南京市饮用水源地存在的潜在危机,进而有针对性地提出应对措施,为饮用水源地的保护提供依据。该研究方法具有一定的通用性,可为其他城市构建饮用水源地风险评估模型提供参考。
Abstract:
Taking Nanjing section of the Yangtze River as an example, MIKE model was used to simulate the impact of conventional sewage discharge on water quality in Nanjing section of the Yangtze River.The potential crisis of drinking water sources was found out and then put forward targeted countermeasures to provide basis for the protection of drinking water sources.This research method was universal and could also provide reference for other cities to build risk assessment models of drinking water sources.

参考文献/References:

[1] 管桂玲, 卢发周, 李萍, 等.长江南京段饮用水水源地风险评估[J].人民珠江, 2018, 39(08):20-24.
[2] 周克梅, 陈卫, 单国平, 等.南京长江水源突发性污染应急水处理技术应用研究[J].给水排水, 2007, 33(9):13-16.
[3] 于存凤, 方国华, 蔡吉娜.南京市饮用水水源地突发事故风险分析与应急水源选择[J].给水排水, 2008, 12(18):56-58.
[4] 沈乐.长江南京段六大饮用水水源地水质变化及原因[J].水资源保护, 2012, 28(1):71-75.
[5] 蔡文明, 刘凌.长江流域生态环境问题及其成因[J].河海大学学报(自然科学版), 2006, 34(6):610-613.
[6] 白莹.黄河突发性水污染事故预警及生态风险评价模型研究[D].南京:南京大学, 2013.

相似文献/References:

[1]梅琳娜,周 顺,周 海,等.江阴市全力提升长江饮用水水源地安全保障水平的实践[J].江苏水利,2019,(增刊2):70.
　MEI linna,ZHOU Shun,ZHOU Hai,et al.Practice on Jiangyin City fully promote the safety guarantee level of drinking water sources of the Yangtze River[J].JIANGSU WATER RESOURCES,2019,(09):70.
[2]廖 涛,方国华,李丹阳,等.长江南京段八卦洲(左汊)上坝水源地风险防控措施研究[J].江苏水利,2020,(12):39.
　LIAO Tao,FANG Guohua,LI Danyang,et al.Study on risk prevention and control measures for Shangba water source of Baguazhou(left branch)in Nanjing Section of Yangtze River[J].JIANGSU WATER RESOURCES,2020,(09):39.
[3]刘 帅,吕 文,唐锡宁,等.西塘河应急备用水源地安全风险评估与对策研究[J].江苏水利,2021,(11):43.
　LIU Shuai,LYU Wen,TANG Xining,et al.Study on safety risk assessment and countermeasures of Xitang River emergency and standby water source area[J].JIANGSU WATER RESOURCES,2021,(09):43.
[4]盖永伟,崔婷婷,胡晓雨,等.区域集中式饮用水水源地管理与保护探讨[J].江苏水利,2023,(09):5.
　GAI Yongwei,CUI Tingting,HU Xiaoyu,et al.Discuss on the management and protection of regional centralized drinking water source areas[J].JIANGSU WATER RESOURCES,2023,(09):5.
[5]张游,周毅,周强,等.泰州医药高新技术产业开发区饮用水水源地安全保护体系探究[J].江苏水利,2023,(09):14.
　ZHANG You,ZHOU Yi,ZHOU Qiang,et al.Exploration on the safety protection system of drinking water source areas in Taizhou pharmaceutical high tech industrial development zone[J].JIANGSU WATER RESOURCES,2023,(09):14.
[6]赵永生,黄彬,梁家成,等.太湖渔洋山水源地近岸生态修复工程探索[J].江苏水利,2024,(04):31.
　ZHAO Yongsheng,HUANG Bin,LIANG Jiacheng,et al.Exploration of nearshore ecological restoration project in Yuyang Mountain water source area of Taihu Lakes[J].JIANGSU WATER RESOURCES,2024,(09):31.
[7]陈 霞,蒋燕华,周 强,等.城市饮用水水源地长效管护对策探讨——以长江永安洲永正水源地为例[J].江苏水利,2021,(12):43.
　CHEN Xia,JIANG Yanhua,ZHOU Qiang,et al.Discussion on countermeasures of long-term management and protection of urban drinking water source——a case study of Yongzheng water source in Yong'an Continent, Yangtze River[J].JIANGSU WATER RESOURCES,2021,(09):43.

备注/Memo

备注/Memo:
收稿日期:2019-02-14
作者简介:詹树新(1985—),男,工程师,主要从事水利工程施工方面的工作。
更新日期/Last Update: 2019-09-15