{"title":"塔架基础承台计算分析","authors":"新颖 高","doi":"10.32629/hwr.v4i9.3325","DOIUrl":"https://doi.org/10.32629/hwr.v4i9.3325","url":null,"abstract":"北京作为中国政治中心、文化中心、国际交往中心、科技创新中心,城市化迅速发展的城市,各种基础设施基本健全,地标性建筑林立。各国各地人流汇聚于此,人流聚集,人们对城市需日益增加,对基础设施增容、扩容,保障民生势在必行。北京市通惠河乐家花园水文站位于朝阳区通惠河北路,庆丰闸遗址下游,为国家基本水文站,始建于1977年,是北运河水系通惠河控制站,流域面积199km2,实测最大洪峰流量567m3/s(2012.07.21)。因为右岸附近工程施工,岸坡开挖,测流缆道及塔架受到毁坏,整座缆道全部瘫痪,失去测验功能。为保证水文站正常测流,需新建缆道及右岸塔架。","PeriodicalId":69978,"journal":{"name":"广西水利水电","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2020-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"73524228","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0