{"id":"62fc1c63-30a8-495a-b120-bb4aac1ce32e","title":"黑河流域现状工程条件下 “97” 分水曲线方案优化（1957-2010）","title_en":"Scheme optimization of \"97\" water diversion curve under the current engineering conditions of Heihe river basin (1957-2010)","serial":"黑河计划","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":"数据以文本pdf格式存储，可以用Adobe等软件读取","description":"根据分水方案优化的原则及黑河流域经济社会和生态发展状态，提出以下三种分水方案优化方案。方案1各来水年中游耗水均为6.3亿m3，方案2在90%和75%来水年分别增大中游耗水1.8亿m3和0.6亿m3，方案3在大于90%来水年，莺落峡来水大于19亿m3时，超过19亿m3的水量按照中游分配40%、下游分配60%。同时，为了保持莺落峡多年平均来水15.8亿m3，正义峡下泄9.5亿m3，莺落峡来水小于12.9亿m3时，小于12.9亿m3的水量按照中游分配60%、下游分配40%。","doi":"10.11888/Socioeco.tpdc.270557","projection":null,"language":"zh","share_type":"offline","east":102.0,"west":98.0,"south":38.0,"north":42.0,"scale":null,"crs":null,"filesize":1.0,"share_policy":"b","ts_created":"2017-12-23T11:41:37+08:00","doi_type":"拥有自主知识产权","ts_updated":"2021-04-19T09:55:12.709953+08:00","time_description":"","datas_group":0,"time_description_en":"","data_format":"数据格式，例如 excel","project":[10,11],"specials":[],"cite":null,"review_status":5,"review_invite":[],"review_editor":null,"data_sources":null,"temporal_resolution":"","spatial_resolution":"","license":"Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)","fund":[],"subtopics":{"metadata":"62fc1c63-30a8-495a-b120-bb4aac1ce32e","three_pole":null,"third_pole":null},"username":"盖春梅","review_time":null,"protected_duration":null,"protected_describe":null,"is_important":false,"hit_count":2287}