{"id":"df62df96-2847-46e8-8272-7aa8a5feb6c1","title":"细料坝溃决流量变化数据（2020）","title_en":"Flow variation data of fine material dam break","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：试验数据以表格xlsx格式存储，文件的名称为“细料坝溃决流量变化数据.xlsx”。\n数据读取方式：可用excel直接打开","description":"数据内容：细料坝溃决流量变化数据\n数据来源：本次试验数据来自于水科院溃决模型试验。\n采集地点和方式：中国水利水电科学院。通过物理模型试验采集、监测各项数据。\n数据质量描述：本次试验目的为模拟坝体透水管涌溃坝，对溃决全过程进行监测，分析溃决发生及发展过程。本次试验的溃坝模式为坝体透水管涌溃坝，初始管涌位置位于坝体左侧中部位置，发生管涌时模型库内蓄水高度为4.6m，水面距坝顶0.4m。可将溃坝过程分为7个阶段。","doi":"10.11888/HumanNat.tpdc.272051","projection":"","language":"zh","share_type":"protected","east":0.0,"west":0.0,"south":0.0,"north":0.0,"scale":null,"crs":null,"filesize":0.01,"share_policy":"c","ts_created":"2022-02-23T13:17:32.305894+08:00","doi_type":"拥有自主知识产权","ts_updated":"2022-03-01T00:20:24.833327+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":"刘晶晶","username":"刘晶晶","email":"liujingjing@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":"df62df96-2847-46e8-8272-7aa8a5feb6c1","three_pole":null,"third_pole":null},"username":"邓建辉","review_time":null,"protected_duration":24,"protected_describe":null,"is_important":false,"hit_count":106}