院报 ›› 2023, Vol. 40 ›› Issue (12): 45-51.DOI: 10.11988/ckyyb.20220428

• 水环境与水生态 • 上一篇    下一篇

南湖余氯时空分布规律数值模拟与分析

王景芸1,2, 李剑锋1, 季臣3, 杨炜民4   

  1. 1.湖北工业大学 海绵城市工程研究院,武汉 430068;
    2.武汉大学 水利水电学院,武汉 430072;
    3.武汉中南源发水务科技有限公司,武汉 430090;
    4.武汉中能华源设计咨询有限公司,武汉 430073
  • 收稿日期:2022-04-25 修回日期:2022-09-22 出版日期:2023-12-01 发布日期:2023-12-11
  • 作者简介:王景芸(1978-),女,贵州毕节人,正高级工程师,博士,主要从事海绵城市、水环境治理等方面研究。E-mail:3198134823@qq.com
  • 基金资助:
    武汉市科技计划项目(2020020201010021)

Temporal and Spatial Distribution of Chlorine in Nanhu Lake: Numerical Simulation and Analysis

WANG Jing-yun1,2, LI Jian-feng1, JI Chen3, YANG Wei-min4   

  1. 1. Sponge City Engineering Research Institute, Hubei University of Technology, Wuhan 430068, China;
    2. School of Water Resources and Hydropower Engineering, Wuhan University, WuHan 430072, China;
    3. Wuhan Zhongnan Yuanfa Water Affairs Technology Co., Ltd., Wuhan 430090, China;
    4. Wuhan Zhongneng Huayuan Design Consulting Co., Ltd., Wuhan 430073, China
  • Received:2022-04-25 Revised:2022-09-22 Online:2023-12-01 Published:2023-12-11

摘要: 含氯消毒剂的大规模使用势必导致其残留物通过降雨径流等途径进入天然水体造成余氯污染。为探究余氯在湖泊中的时空分布规律,采用Infoworks ICM仿真平台建立南湖水动力-水质模型,分析不同加氯周期和降雨条件下南湖余氯浓度时空变化。结果表明:① 余氯单次排入时,首先于近岸水体形成高余氯浓度区,由湖岸向湖心扩散且浓度递减;余氯输入结束时,浓度达到峰值1.25 mg/L,随后逐步衰减,余氯衰减趋向呈水域中心指向边界;全过程历时约14 h。② 周期性排入的影响主要体现在新周期余氯衰减速率有所减小,衰减历时增加且余氯浓度峰值有所增加,3个周期峰值分别为1.25、1.58、1.89 mg/L,历时分别为14、15.7、17.1 h。③ 降雨影响下,余氯污染范围增大,向湖心深入;历时更长,约20 h,浓度峰值增加,达到7 mg/L。

关键词: 水环境, 余氯, 时空分布, 含氯消毒剂, Infoworks ICM, 南湖

Abstract: The widespread use of chlorine-containing disinfectants inevitably leads to chlorine pollution as residues enter natural water bodies through rainfall runoff. To investigate the temporal and spatial distribution of chlorine in lakes, a hydrodynamic-water quality model of Nanhu Lake was established using the Infoworks ICM simulation platform. The model was used to analyze the temporal and spatial variation of chlorine concentration in Nanhu Lake under different chlorine discharge cycles and rainfall conditions. The results indicated that: 1) During a single discharge, a high concentration zone of chlorine was initially formed in the nearshore water body. The chlorine diffused from the lakeshore to the lake center, where the concentration decreased. At the end of chlorine discharge, the concentration reached a peak value of 1.25 mg/L and gradually decreased, with chlorine concentration attenuating from the water center towards the boundary. This process lasted approximately 14 hours. 2) The influence of periodic inflow is mainly reflected in the decrease of chlorine decay rate in the new cycle. The decay duration increased, and the peak value of chlorine concentration also increased. The peak values of chlorine concentration in three cycles were 1.25 mg/L, 1.58 mg/L, and 1.89 mg/L, respectively, with decay durations being 14 hours, 15.7 hours, and 17.1 hours, respectively. 3) Under the influence of rainfall, the range and depth of chlorine pollution expanded towards the lake center, and the pollution duration increased to approximately 20 hours. The peak concentration of chlorine also increased, reaching up to 7 mg/L.

Key words: water environment, residual chlorine, spatial and temporal distribution, chlorine-containing disinfectant, Infoworks ICM, Nanhu Lake

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