首页|北京丰台科丰桥新建雨水管涵施工期周边用地风险评估研究

北京丰台科丰桥新建雨水管涵施工期周边用地风险评估研究

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极端暴雨事件和排水设施不足极易导致城市雨洪发生,基于周边环境安全评估的大型雨水管涵建设则是城市防御雨洪的重要举措.本文以北京丰台科丰桥新建雨水管涵工程为对象,引入风险链理论,采用模糊综合评价法与MIDAS/GTS数值模拟法,评估了该工程施工期周边用地风险.研究表明:①该工程施工期周边不同地类风险等级不同,周边土体变形集中在工程外侧0~18m范围内,其中0~4 m为变形高危区;②该工程与城市地下管线相交点周围80m范围内土体变形呈上隆起趋势,交点0~12 m区域为隆起高危区,需进行重点风险监测预警.综合而言,本文研究结果对于我国同类工程质量监测、施工期周边用地风险防范具有参考价值.
Research on safety risk assessment of surrounding land during the construction period of rainwater pipe culvert in Kefengqiao area,Fengtai district,Beijing
Extreme rainstorm events and insufficient drainage facilities are very likely to lead to urban rain flood.The construction of large-scale rainwater pipe culverts based on the surrounding environmental safety assessment is an important measure for urban rain flood prevention.This paper takes the newly built rainwater pipe culvert project of Kefeng bridge in Fengtai district,Beijing city as the object,introduces risk chain theory,and uses fuzzy synthesis and MIDAS/GTS numerical simulation method to evaluate the surrounding land use risk during the construction period of the project.Research has shown that:① During the construction period of the project,the risk impact levels of different land types around the project are different,and the deformation of the surrounding soil is concentrated within the range of 0~18 m outside the project,with 0~4 m being the high-risk area for deformation;② The land deformation within a range of 80 m around the intersection of this project and urban underground pipelines shows an upward trend.The area between 0~12 m at the intersection is a high-risk area for uplift,and key monitoring and warning are required.In conclusion,the research results of the paper have reference value for quality monitoring of similar engineering projects and risk prevention of surrounding land use in China.

stormwater culvertssurrounding landconstruction periodrisk assessmentnumerical simulation

窦一、侯婉清、徐浩、姜伟玲、孙畅、问瀚之、王晓静

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北京城建集团有限责任公司,北京 100088

中国地质大学(北京)土地科学技术学院,北京 100083

北京城建勘测设计研究院有限责任公司,北京 100101

雨水管涵 周边环境 施工期 风险评估 数值模拟

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33412021060

2024

测绘通报
测绘出版社

测绘通报

CSTPCD北大核心
影响因子:1.027
ISSN:0494-0911
年,卷(期):2024.(4)
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