引江补汉工程取水口饮用水水源保护区划分

张可可, 刘金珍, 王中敏, 刘扬扬, 吴比

长江科学院院报 ›› 2024, Vol. 41 ›› Issue (10) : 56-62.

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长江科学院院报 ›› 2024, Vol. 41 ›› Issue (10) : 56-62. DOI: 10.11988/ckyyb.20240449
水环境与水生态

引江补汉工程取水口饮用水水源保护区划分

作者信息 +

Delineating Drinking Water Source Protection Area for the Intake of River Diversion Project from Yangtze River to Hanjiang River

Author information +
文章历史 +

摘要

引江补汉工程是南水北调中线工程的后续水源,为保障汉江中下游干流水质安全和湖北省补水区城乡生活供水安全,有必要在工程取水口周边划定饮用水水源保护区。在充分考虑水质保护要求、交通航运、港口建设发展、应急响应需求等因素的基础上,针对三峡调度运行不同水位情况、工程引水代表流量和相应水质条件设计工况情景,基于水动力水质模型计算和应急响应时间估算结果,提出引江补汉工程龙潭溪取水口水源保护区范围建议,为将来保护区划定提供技术支撑。计算结果表明,以龙潭溪取水口为中心划分饮用水水源保护区的径向距离应≥1.3 km。

Abstract

The river diversion project from the Yangtze River to the Hanjiang River serves as a supplementary water source for the Middle Route of the South-to-North Water Diversion Project. To ensure water quality safety in the middle and lower reaches of the Hanjiang River and to safeguard urban and rural water supplies in Hubei Province, it is essential to delineate a drinking water source protection area around the project’s water intake. In comprehensive considerations on water quality protection requirements, transportation and shipping, port construction and development, as well as emergency response needs, this study designs scenarios for various operational conditions, including different water levels of the Three Gorges Dam, representative flow rates for engineering diversion, and corresponding water quality conditions. It integrates hydrodynamic and water quality model simulations with emergency response time analysis to define and recommend the drinking water source protection zone for the Longtan Creek intake. The results suggest that the protection zone radius around the Longtan Creek intake should be no less than 1.3 kilometers. This recommendation provides technical support for the future delineation of protection areas.

关键词

水源保护区划分 / 水动力模型 / 溢油事故 / 应急响应 / 引江补汉工程

Key words

delineation of drinking water source protection area / hydrodynamic model / oil spill accident / emergency response / River Diversion Project from Yangtze River to Hanjiang River

引用本文

导出引用
张可可, 刘金珍, 王中敏, . 引江补汉工程取水口饮用水水源保护区划分[J]. 长江科学院院报. 2024, 41(10): 56-62 https://doi.org/10.11988/ckyyb.20240449
ZHANG Ke-ke, LIU Jin-zhen, WANG Zhong-min, et al. Delineating Drinking Water Source Protection Area for the Intake of River Diversion Project from Yangtze River to Hanjiang River[J]. Journal of Yangtze River Scientific Research Institute. 2024, 41(10): 56-62 https://doi.org/10.11988/ckyyb.20240449
中图分类号: X321 (区域环境规划与管理)   

参考文献

[1]
水利部长江水利委员会. 引江补汉工程可行性研究报告[R]. 武汉: 水利部长江水利委员会, 2021.
(Changjiang Water Resources Commission of the Ministry of Water Resources. Feasibility Study Report of River Diversion Project from Yangtze River to Hanjiang River[R]. Wuhan: Changjiang Water Resources Commission of the Ministry of Water Resources, 2021. (in Chinese))
[2]
郭甜, 黄锡生. 包容性发展视角下饮用水水源保护区的治理与完善[J]. 中国人口·资源与环境, 2020, 30(5): 167-176.
(GUO Tian, HUANG Xi-sheng. Governance and Improvement of Drinking Water Source Protection Zones from the Perspective of Inclusive Development[J]. China Population, Resources and Environment, 2020, 30(5): 167-176. (in Chinese))
[3]
李建新. 德国饮用水水源保护区的建立与保护[J]. 地理科学进展, 1998(4):88-97.
(LI Jian-xin. The Conservation Areas for Drinking Water Resources in Germany[J]. Progress in Geography, 1998(4):88-97. (in Chinese))
[4]
GÄRTNER N. Advancing the Implementation of Protective Measures for Drinking Water Sources in Sweden[D]. Gothenburg: Chalmers University of Technology, 2022.
[5]
吕业佳, 罗凡, 姚嘉伟. 水库型饮用水水源保护区划分方法与实证研究[J]. 环境生态学, 2023, 5(7):122-128.
(LYU Ye-jia, LUO Fan, YAO Jia-wei. Delineate Method and Empirical Research of Reservoir Type Drinking Source Water Protection Areas[J]. Environmental Ecology, 2023, 5(7):122-128. (in Chinese))
[6]
王亦宁, 双文元. 国外饮用水水源地保护经验与启示[J]. 水利发展研究, 2017, 17(10): 88-93.
(WANG Yi-ning, SHUANG Wen-yuan. Experience and Enlightenment of Drinking Water Source Protection Abroad[J]. Water Resources Development Research, 2017, 17(10): 88-93. (in Chinese))
[7]
李晓亮. 水库饮用水水源地保护区划分研究[J]. 河北水利, 2023(1): 20, 30.
(LI Xiao-liang. Study on the Division of Protected Areas of Drinking Water Sources in Reservoirs[J]. Hebei Water Resources, 2023(1): 20, 30. (in Chinese))
[8]
宋影, 严明渝. 集中式饮用水水源保护区划分及环境风险分析[J]. 水土保持应用技术, 2022(6): 52-53.
(SONG Ying, YAN Ming-yu. Division of Centralized Drinking Water Source Protection Areas and Environmental Risk Analysis[J]. Technology of Soil and Water Conservation, 2022(6): 52-53. (in Chinese))
[9]
郭子扬, 程然, 夏建新. 柴河水库饮用水水源保护区划分合理性研究分析[J]. 中国农村水利水电, 2021(9):194-198,205.
摘要
过去饮用水水源地保护区划分以类比经验法为主,无法准确考虑水源地水质的时空变化及达标状况。根据最新出台饮用水规范,开展柴河水库饮用水水源地保护区划分的研究工作,运用EFDC构建水源地二维水质模型,根据柴河水库水动力和水质状况模拟水龄与污染物迁移在水库中变化规律,对水源地富营养化风险与取水口主要水质指标达标状况进行分析,评价柴河水库饮用水水源保护区划分的合理性。研究表明,柴河水库在丰平枯3种典型年条件下,枯水期水龄最长,水力停留周期长,存在污染风险;在丰平枯3种水动力条件及入库污染物为Ш类水质标准条件下,模拟氨氮和总磷在水库中迁移衰减过程,结果表明取水口水质均达标;类比经验法划分的柴河水库一级保护区能保证取水口水质安全。
(GUO Zi-yang, CHENG Ran, XIA Jian-xin. Research on the Rationality of the Division of Drinking Water Source Protection Zone in Chaihe Reservoir in China[J]. China Rural Water and Hydropower, 2021(9):194- 198, 205. (in Chinese))
[10]
王晓辉, 许克祥. 典型中型水库水源保护区划分及保护研究: 以明光市石坝水库为例[J]. 环境与可持续发展, 2019, 44(4): 133-136.
(WANG Xiao-hui, XU Ke-xiang. Study on the Classification and Protection of Water Source Reserves of Typical Medium-sized Reservoirs: Taking Shiba Reservoir in Mingguang City as an Example[J]. Environment and Sustainable Development, 2019, 44(4):133-136. (in Chinese))
[11]
王民, 綦海萌. 国内大中型水库饮用水水源保护区划分方法分析[J]. 水利规划与设计, 2018(3): 47-50.
(WANG Min, QI Hai-meng. Analysis of the Classification Method of Drinking Water Source Protection Area for Large and Medium-sized Reservoirs in China[J]. Water Resources Planning and Design, 2018(3): 47-50. (in Chinese))

基金

国家自然科学基金项目(52109005)

编辑: 黄玲
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