{"id":"eade3724-88fd-4a7e-b319-f6279a728eea","title":"以白格为例、基于溃决机理建立的堰塞坝漫顶溃坝数值模型计算数据（2018-2021）","title_en":"Calculation and numerical model of overtopping dam failure of landslide dam established based on the breach mechanism (taking the Baige landslide as an example) (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：参数与计算结果以图片jpg、表格xlsx、文本docx格式存储，收集的文献以pdf格式存储。\n数据读取方式：可用图片浏览器、excel、word、pdf阅读器直接打开","description":"数据内容：以白格为例、基于溃决机理建立的堰塞坝漫顶溃坝数值模型计算数据\n数据来源：基于Visual Studio Code平台构建的数值模型。\n采集方式：基于白格堰塞坝基本参数，通过建立的模型进行计算。\n数据质量描述：首先基于前人已提出的溃坝模型进行对比分析，再依据实际的白格溃决过程，将白格溃坝数值模型需要的输入参数代入进行计算，得到白格堰塞坝的溃决模拟过程，并将模拟结果与实际过程对比分析以进行验证。","doi":"10.11888/HumanNat.tpdc.272053","projection":"","language":"zh","share_type":"protected","east":0.0,"west":0.0,"south":0.0,"north":0.0,"scale":null,"crs":null,"filesize":10.7,"share_policy":"c","ts_created":"2022-02-19T15:44:15.154908+08:00","doi_type":"拥有自主知识产权","ts_updated":"2022-03-01T14:28:19.221835+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":"eade3724-88fd-4a7e-b319-f6279a728eea","three_pole":null,"third_pole":null},"username":"邓建辉","review_time":null,"protected_duration":24,"protected_describe":null,"is_important":false,"hit_count":92}