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作 者:栾清华[1] 付潇然 王海潮 刘家宏[3] 高学睿[3,5] LUAN Qinghua;FU Xiaoran;WANG Haichao;LIU Jiahong;GAO Xuerui(School of Water Conservancy and Hydroelectric Power,Hebei University of Engineering,Handan 056021,China;College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China;State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin,China Institute of Water Resources and Hydropower Research,Beijing 100038,China;China International Engineering Consulting Corporation,Beijing 100048,China;College of Water Resources and Agricultural Engineering,Northwest Agriculture&Forestry University,Yangling 712100,China)
机构地区:[1]河北工程大学水利水电学院,河北邯郸056021 [2]北京工业大学建筑工程学院,北京100124 [3]中国水利水电科学研究院流域水循环模拟与调控国家重点实验室,北京100038 [4]中国国际工程咨询有限公司,北京100048 [5]西北农林科技大学水利与建筑工程学院,陕西杨凌712100
出 处:《水科学进展》2019年第5期653-660,共8页Advances in Water Science
基 金:国家重点研发计划资助项目(2016YFC0401401);国家自然科学基金资助项目(51739011)~~
摘 要:为提高城市区域的雨洪径流模拟精度以及城区复杂下垫面数字化的精细化程度,以北京亦庄经济开发区核心区为研究区域,结合当地的自然地理条件、区域内涝特征,基于DEM、排水管道(网)数据和建设用地空间分布情况,提出了针对10 km^2以上大尺度复杂下垫面城区具有普适性的子汇水区划分、排水系统概化、集流点雨水井确定的精细化处理方法。为中国城市管道流量监测数据普遍缺乏情势下城市区域雨洪径流过程模拟及洪涝灾害预警等相关研究提供了一定的技术支持。In order to improve rainfall-runoff simulations in urban area and enhance the details of digitalized urban area with complicated land-surface characteristics,this study selected the core district of Yizhuang Economic Development Zone in Beijing as the study area,and the methodology of sub-catchment division,generalization of drainage pipe networks,and identification of outfall drainage wells was proposed for large-scale urban regions larger than 10 km^2 with complicated land-surface characteristics,in which local geographical properties,regional waterlogging characteristics,and critical information such as digital elevation model,drainage pipeline networks,and land-use types were considered.This study provides technical support for the researches on rainfall-runoff simulation and disaster warning in urban areas where pipeline-flow observations are sparse in China.
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