基于MIKE模型的北京市重点河流突发水污染事件情景模拟

Scenario simulation of sudden water pollution incidents in key rivers of Beijing based on the MIKE Model

  • 摘要: 北京市境内河流众多,沿河分布着不少重点风险企业,加之存在跨河和沿河的危险化学品运输,易出现突发水污染事件。为精准预测预警突发事件应急处置中污染物迁移扩散过程,选取密云水库上游的白河流域(北京段)作为研究对象,通过收集2022—2025年环境风险信息和实地勘测调查,系统获取风险源、风险受体、水文水质和水下地形等关键参数信息;基于MIKE模型构建白河流域突发水污染事件一维和二维水动力-水质耦合模拟模型,模拟上游公路发生甲苯运输车泄漏的典型情景,并精确预测污染团到达下游关键断面和密云水库的时间、沿程浓度时空变化及峰值浓度。具体设定泄漏情景为:在平水期水文条件下,白河上游距北京市界13 km公路处两辆30 t甲苯罐车因滑坡导致破裂泄漏,泄漏流量为0.1245 m3/s,持续553 s。模拟结果表明:在不采取任何应急措施的情况下,泄漏的污染物约76 h后即可进入密云水库,其入口处白河大桥断面的甲苯峰值浓度高达94.89 mg/L(参照GB 3838—2002《地表水环境质量标准》中集中式生活饮用水地表水源地特定项目甲苯限值0.7 mg/L,超标约136倍),对北京市饮用水源地构成严重威胁;若采取拦截吸附与水利调控相结合的综合措施,污染团到达密云水库的时间可延长至127 h,白河大桥断面的峰值浓度能显著降低至4.29 mg/L(超标约6倍),大幅降低了环境风险。据此提出,应急处置应坚持以源头削减为主、水利调度为辅的原则,通过强化拦截吸附等措施优先削减入河污染物总量,并辅以科学的水利调控,从而最有效地保障首都水环境安全。研究证实,MIKE模型可为河流突发水污染事件的应急决策提供有效技术支撑。

     

    Abstract: Beijing Municipality has numerous rivers along which many key high-risk enterprises are situated. Coupled with hazardous chemical transport across and alongside these waterways, this makes the region highly susceptible to sudden water pollution incidents. To accurately predict pollutant migration and dispersion for emergency response to sudden incidents, the upper Baihe River Basin (Beijing section) upstream of Miyun Reservoir was selected as the study area. Through environmental risk information collection during 2022-2025 and field surveys, key parameters including risk sources, risk receptors, hydrological and water quality data, and submerged topography were systematically obtained. A one-dimensional and two-dimensional hydrodynamic-water quality coupled simulation model for sudden water pollution incidents in the Baihe River Basin was constructed using the MIKE Model. A typical scenario involving toluene leakage from a transport vehicle on an upstream highway was simulated, enabling precise prediction of the arrival time of the pollution plume at key downstream cross-sections and Miyun Reservoir, along with its spatiotemporal concentration variations and peak concentrations. The leakage scenario in this study was defined as follows: under average-water-period hydrological conditions, two 30 t toluene tankers ruptured and leaked due to a landslide on a highway located 13 km upstream of the Beijing municipal border along the Baihe River, with a leakage flow rate of 0.1245 m3/s lasting for 553 seconds. Simulation results indicated that without emergency measures, leaked pollutants would reach Miyun Reservoir within approximately 76 hours. The peak toluene concentration at the Baihe Bridge inlet section would reach 94.89 mg/L (exceeding the 0.7 mg/L limit for toluene in surface water sources for centralized domestic drinking water under Environmental Quality Standards for Surface Water (GB 3838-2002) by approximately 136 times), posing a severe threat to Beijing's drinking water sources. Implementing integrated measures combining interception-adsorption with hydraulic regulation could delay the arrival of the pollution plume at Miyun Reservoir to 127 hours, significantly reducing the peak concentration at the Baihe Bridge section to 4.29 mg/L (exceeding the standard limit by approximately 6 times), thereby substantially mitigating environmental risks. Accordingly, it was proposed that emergency response should adhere to the principle of prioritizing source reduction supplemented by hydraulic regulation. By strengthening measures such as interception and adsorption to reduce the total amount of pollutants entering rivers, and complementing this with scientific hydraulic control, the safety of the capital's water environment could be most effectively safeguarded. The study demonstrates that the MIKE model can provide effective technical support for emergency decision-making in response to sudden river water pollution incidents.

     

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