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天津市典型片区雨水管道沉积物状况调查研究

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通过开展雨水管道本底调查,利用声呐成像仪进行管道淤泥深度勘测,掌握了天津中心城区7个片区40条雨水管道沉积物淤积状况.结果表明:区域雨水管道沉积物普遍存在,管段中沉积物平均淤深58.1~647.3 mm,管段的最大淤积系数均值43.5%;建筑工地、菜市场及老旧居民小区附近管道淤积情况较为严重,商务区、学校、新建居民小区附近管道淤积情况相对较轻;采用公式法,按照管段最大淤积系数均值43.5%计算,相应过流能力减小52.6%.调查分析结果可为城市雨水管道清淤改造、地表水体污染控制等提供参考.
Investigation and study on sediment status of rainwater pipelines in typical urban areas of Tianjin
By conducting a background investigation of rainwater pipelines and using sonar imaging devices to conduct depth surveys of pipeline sludge,the sedimentation status of 40 rainwater pipelines in 7 areas of the central urban area of Tianjin was mastered.The results show that:sediment is commonly present in regional rainwater pipelines,with an average sedimentation depth of 58.1~647.3 mm and a maximum sedimentation coefficient of 43.5%;The siltation of pipelines near construction sites,vegetable markets,and old residential areas is relatively severe,while the siltation of pipelines near business districts,schools,and new residential areas is relatively mild;Using the formula method,calculated based on the average SCPS coefficient of the maximum pipeline section,which is 43.5%,the corresponding flow capacity is reduced by 52.6%.The investigation and analysis results can provide reference basis for management work such as dredging and renovation of urban rainwater pipelines,and control of surface water pollution.

sedimentssonar imaging instrumentpipeline sedimentation coefficientparticle size distributionflow capacity

周志华、董祯、张彤宇

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天津市水利科学研究院,天津 300061

沉积物 声呐成像仪 管段淤积系数 粒径分布 过流能力

2024

水科学与工程技术
河北省水利学会 水利部河北水利水电勘测设计研究院

水科学与工程技术

影响因子:0.334
ISSN:1672-9900
年,卷(期):2024.(6)