首页|城市内湖藻源污染及生态风险控制研究

城市内湖藻源污染及生态风险控制研究

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针对城市内湖富营养化频发,导致水体生态安全遭到严重危害的问题,以西安市汉城湖为例,通过水动力和富营养化模型,借助边界条件的情景模拟,分析水质恶化原因并提出水质改善方案.结果表明:参数率定后模型拟合度高于0.8,较好地模拟了湖体水质的演变规律,湖体藻类生长受外界环境和营养物质影响,且无机磷对其生长起到重要作用;对水质改善措施效果较好的分别为净化补水水质、加大补水量、增加大型植物种植和浮游动物对藻类的捕获.结合实际情况,可通过调节补水水量、采取引水渠道的生态净化措施和生物操纵组合方案,保障汉城湖水质目标.当补水量不充足时,可将其水力停留时间控制在35 d为最优.
Study on algae source pollution and ecological risk control in urban inner lakes
Aiming at the problem of frequently occurred eutrophication in urban inner lakes and the serious harm to their ecological security,we took Hancheng Lake in Xi'an as the research ob-ject,used hydrodynamic and eutrophication models,and scenario simulation analysis of boundary conditions to analyze the causes of water quality deterioration and proposed water quality im-provement plans.The results indicate that the model has a good fit with a coefficient higher than 0.8 after parameter calibration,and can effectively simulate the evolution of the water quality.The scenario simulations reveal that algal growth is influenced by both external environmental factors and nutrient substances,with nutrient substances(particularly inorganic phosphorus)having a greater impact.The most effective measures for water quality improvement include pu-rifying water quality in source water,and increasing the amount of water replenishment,macro-phyte cultivation and the capture of algae by zooplankton.Given the actual situation,a combina-tion of adjusting the amount of water replenishment,adopting eco-purification measures through water diversion channels,and implementing biological manipulation can guarantee the water quality of Hancheng Lake.Moreover,when the water replenishment is insufficient,the optimal hydraulic residence time should be controlled at 35 days.

urban inner lakesalgae growthecological riskMIKE 3 model

高婷婷、蔡传尊、陈洋洋、刘成国、敖冬

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西安工程大学环境与化学工程学院,陕西西安 710048

中化学城市投资有限公司,陕西西安 710054

城市内湖 藻类生长 生态风险 MIKE 3模型

陕西省自然科学基础研究计划陕西省教育厅专项科研项目

2021JQ-68421JK0665

2024

西安工程大学学报
西安工程大学

西安工程大学学报

CSTPCD
影响因子:0.473
ISSN:1674-649X
年,卷(期):2024.38(2)
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