{"id":"4a177d8e-899a-4497-9b8d-c0397b5d7618","title":"堰塞坝溃决渗透浸润线坐标监测及渗透浸润程度分析（2021）","title_en":"Monitoring of seepage infiltration line and analysis of seepage infiltration degree of dam break (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：以excel表格形式存储，文件的名称为“堰塞坝溃决渗透浸润线坐标监测及渗透浸润程度分析.xlsx”。\n数据读取方式：可直接用excel打开读取","description":"数据内容：堰塞坝溃决渗透浸润线坐标监测及渗透浸润程度分析数据。\n数据来源：数据采集地点为四川。主要在四川大学、成都市儒仪仪器有限公司完成实验分析。使用的仪器包括高速摄像机、波高仪、电子测压管、压力传感器、机械计时器等。采集时间为2021年。\n采集方式：针对室内试验，通过电子测压管、压力传感器、高速摄像机观测堰塞坝溃坝过程中渗透发展演进过程。\n数据质量描述：执行不同结构堰塞坝稳定性模型试验在室内试验开展，按照14个工况要求级配将堰塞坝体堆筑在水槽底板上，多部摄像机布置观测，清水流入水槽冲刷堰塞坝直至溃坝结束过程中，观测浸润过程坐标，记录过程中浸润坐标随时间变化过程。","doi":"10.11888/HumanNat.tpdc.272040","projection":"","language":"zh","share_type":"protected","east":0.0,"west":0.0,"south":0.0,"north":0.0,"scale":null,"crs":null,"filesize":0.055,"share_policy":"c","ts_created":"2022-02-17T14:33:03.774233+08:00","doi_type":"拥有自主知识产权","ts_updated":"2022-02-24T16:21:39.468620+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":"4a177d8e-899a-4497-9b8d-c0397b5d7618","three_pole":null,"third_pole":null},"username":"邓建辉","review_time":null,"protected_duration":24,"protected_describe":null,"is_important":false,"hit_count":137}