{"id":"8f2b2c38-7e9e-4cc0-ab2b-d9090252bfc3","title":"竹巴笼大桥桥梁损毁计算数据（2018-2021）","title_en":"Damage calculation data of the Zhubalong Bridge (2018-2021)","serial":"","user_limit":"为尊重知识产权、保障数据作者的权益、扩展数据中心的服务、评估数据的应用潜力，请数据使用者在使用数据所产生的研究成果中（包括公开发表的论文、论著、数据产品和未公开发表的研究报告、数据产品等成果），明确注明数据来源和数据作者。对于转载（二次或多次发布）的数据，作者还须注明原始数据来源。","instructions":"文件命名：计算数据及结果以图片tif、表格xlsx/opj、文本docx、视频avi/gif格式存储。\n数据读取方式：可用图片浏览器、excel、origin、word打开","description":"数据内容：竹巴笼大桥桥梁损毁计算数据\n数据来源：基于建立的洪水演进模型进行计算。\n采集方式：通过实地考察、文献检索以及数值模型模拟综合进行分析。\n数据质量描述：通过构建二维溃坝洪水演进计算模型对“11.03”金沙江白格堰塞湖溃坝后的洪水演进过程进行模拟，并以金沙江下游的竹巴笼大桥为研究对象，基于结构抗力和山洪破坏力之间的平衡关系，对桥梁的损毁过程进行探究，阐明了洪水演进过程中竹巴笼大桥的损毁过程，并得到了估算桥梁致灾水位的计算公式。","doi":"10.11888/HumanNat.tpdc.272057","projection":"","language":"zh","share_type":"protected","east":0.0,"west":0.0,"south":0.0,"north":0.0,"scale":null,"crs":null,"filesize":5.52,"share_policy":"c","ts_created":"2022-02-19T16:36:56.883188+08:00","doi_type":"拥有自主知识产权","ts_updated":"2022-03-02T10:23:32.586745+08:00","time_description":"","datas_group":0,"time_description_en":"","data_format":null,"project":[11],"specials":[],"cite":null,"review_status":5,"review_invite":[{"user_name":"胡桂胜","username":"2018YFC1505202","email":"huguisheng@imde.ac.cn","is_cancel_expert":false}],"review_editor":{"id":42421,"last_login":"2022-04-08T15:16:51.670544+08:00","username":"任慧霞","email":"510727846@qq.com","is_active":true,"is_staff":true,"user_name":"任慧霞"},"data_sources":null,"temporal_resolution":"--","spatial_resolution":"--","license":"Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)","fund":[789],"subtopics":{"metadata":"8f2b2c38-7e9e-4cc0-ab2b-d9090252bfc3","three_pole":null,"third_pole":null},"username":"邓建辉","review_time":null,"protected_duration":24,"protected_describe":null,"is_important":false,"hit_count":103}