{"id":"b7c47510-0027-43db-9363-851bdc0fdc25","title":"堰塞坝溃决水位、流速监测及弗劳德数与流量过程分析（2021）","title_en":"Monitoring of water level and flow velocity and analysis of Froude number and flow process (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word文本格式存储，文件的名称为“堰塞坝溃决水位、流速监测及弗劳德数与流量过程分析.doc”。\n数据读取方式：该数据可以直接用word打开。","description":"数据内容：堰塞坝溃决水位、流速监测及弗劳德数与流量过程分析数据。\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：通过多部高速摄像机、波高仪、总水头压力传感器、机械计时器等仪器观测野外大比尺堰塞坝溃决试验过程。\n数据质量描述：在野外试验中布置相关传感器，并进行实时过程动态观测，共观测了6个大比尺试验工况，包括400个点位的水位及流速观测，进而通过流速与水位计算弗劳德数及流量过程并分析。","doi":"10.11888/HumanNat.tpdc.272039","projection":"","language":"zh","share_type":"protected","east":0.0,"west":0.0,"south":0.0,"north":0.0,"scale":null,"crs":null,"filesize":1.95,"share_policy":"a","ts_created":"2022-02-17T14:50:55.563637+08:00","doi_type":"拥有自主知识产权","ts_updated":"2022-02-24T15:42:51.298573+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":"b7c47510-0027-43db-9363-851bdc0fdc25","three_pole":null,"third_pole":null},"username":"邓建辉","review_time":null,"protected_duration":24,"protected_describe":null,"is_important":false,"hit_count":182}