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      跨江大桥建设对大通水文站水文要素的影响分析

      Impact analysis of cross-river bridge construction on hydrological elements at Datong Hydrological Station

      • 摘要: 为了研究安徽池州长江公铁大桥建设对大通水文站水文要素(水位、流量、含沙量等)的影响, 系统模拟并评估了施工期及运行期水文站关键要素的变化。采用平面二维水流和泥沙数学模型,并与工程基本情况和水文地质条件分析相结合, 将拟建大桥对大通水文站水文要素的影响进行量化。同时, 提出针对性的措施, 以确保水文要素监测数据的精度、可靠性和一致性。结果表明:该工程施工期对大通水文站的水文要素影响显著, 主要体现在水位变幅增大、流速分布偏差加剧和单断沙关系偏离原定线, 并导致其数据一致性下降;而运行期的影响相对微弱。应对措施包括加密地形与流量监测频率、强化水沙关系分析和重新确定测流测沙参数。

         

        Abstract: To investigate the impact of the construction of Chizhou Yangtze River Highway-Railway Bridge in Anhui Province on the hydrological elements (such as water level, discharge, and sediment concentration) at the Datong Hydrological Station, this study systematically simulated and evaluated the changes in key elements at the station during both the construction and operation periods. A two-dimensional flow and sediment mathematical model was employed, integrated with an analysis of the engineering background and hydrogeological conditions, to quantify the influence of the proposed bridge on the hydrological elements at Datong Hydrological Station. Targeted mitigation measures were also proposed to ensure the accuracy, reliability and consistency of hydrological monitoring data. The results indicated that during the construction period, the bridge significantly affected the hydrological elements at Datong Hydrological Station, primarily manifested as increased water level fluctuations, exacerbated deviations in velocity distribution, and a shift in the relationship of single sample and cross section sediment, leading to reduced data consistency. In contrast, the impact during the operation period was relatively minor. Recommended countermeasures include increasing the frequency of topographic and discharge measurements, enhancing the analysis of flow-sediment relationships, and redefining parameters for flow and sediment measurements.

         

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