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作 者:米鑫豪 孙永利 刘龙志 张维 李鹏峰 马宏伟 隋克俭 王万琼 MI Xinhao;SUN Yongli;LIU Longzhi;ZHANG Wei;LI Pengfeng;MA Hongwei;SUI Kejian;WANG Wanqiong(North China Municipal Engineering Design&.Research Institute Co.,Ltd.,Tianjin 300074,China;Tianjin Key Laboratory of Urban Drainage System,Tianjin 300074,China;Yangtze Ecology and Environment Co.,Ltd.,Wuhan 430077,China;Yangtze Eco-Environment Engineering Research Center,China Three Gorges Corporation,Wuhan 430014,China)
机构地区:[1]中国市政工程华北设计研究总院有限公司,天津300074 [2]天津市城镇排水系统重点实验室,天津300074 [3]长江生态环保集团有限公司,武汉430014 [4]中国长江三峡集团有限公司长江生态环境工程研究中心,武汉430014
出 处:《给水排水》2024年第12期58-63,共6页Water & Wastewater Engineering
基 金:中国建设科技集团科技创新基金-青年科技基金项目(Z2023Q05)。
摘 要:采用三维激光扫描、人工排查技术对南方某丘陵城市一典型合流制排水箱涵开展了排口调查、缺陷检测、安全检测等工作,累计完成箱涵检测1768 m.结果显示,箱涵内部存在224个排口,缺陷52处,底泥淤积深度在0.05~0.4 m,依据《暗渠化河道安全检测与评估技术规程》进行安全结构评估为Ⅳ级.基于检测结果,识别诊断出该箱涵存在涵内污水直排、雨季溢流污染严重、排水过流能力不足、安全运行风险较高的问题,明确应遵循"污涝同治,安全运行"的治理理念,并针对性地提出了基于近期清污分流、远期排水安全提升的阶段性目标的箱涵治理对策.A typical combined sewer drainage culvert in a hilly city in southern China was in-vestigated for discharge outlets,defects,and safety using 3D laser scanning and manual inspection techniques.A total of 1768 m of culvert inspections were completed.The results showed that there were 224 discharge outlets and 52 defects inside the culvert,with sediment deposition depths ranging from 0.05 m to 0.4 m.According to the Technical Regulations for Safety Inspection and Evaluation of Underdrain River Channels,the safety structure was evaluated as LevelⅣ.Based on the detection results,it was identified and diagnosed that the culvert has problems such as direct discharge of sewage inside the culvert,severe overflow pollution during the rainy season,insuffi-cient drainage capacity,and high safety operation risks.It was clarified that the governance concept of"treating sewage and flood together and ensuring safe operation"should be followed,and targe-ted measures for culvert governance based on short-term clean water and sewage diversion and long-term drainage safety improvement were proposed.
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