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浏览/检索结果: 共6条，第1-6条 帮助 已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择作者升序作者降序题名升序题名降序发表日期升序发表日期降序提交时间升序提交时间降序 Recovery of an endorheic lake after a decade of conservation efforts: Mediating the water conflict between agriculture and ecosystems 期刊论文 AGRICULTURAL WATER MANAGEMENT, 2021, 卷号: 256, 页码: 9 作者:  Zhang, Zhidong;  Zheng, Yi;  Han, Feng;  Xiong, Rui;  Feng, Lian 收藏  |  浏览/下载：65/0  |  提交时间：2021/11/05 Endorheic lake  Arid region  Agricultural irrigation  Ecological restoration  Environmental flow  Groundwater   Determining the ecological water allocation in a hyper-arid catchment with increasing competition for water resources 期刊论文 Global and planetary change, 2016, 卷号: 145, 页码: 143-152 作者:  Ling, Hongbo;  Zhang, Pei;  Xu, Hailiang;  Zhang, Guangpeng 收藏  |  浏览/下载：30/0  |  提交时间：2019/05/09 Hydrology  Hydrological conductivity  Ecological brakes  Desert riparian vegetation  Tarim river   Flood routing simulation and system customization for a high-leakage River Channel in China EI期刊论文 2013 作者:  Li Fadong 收藏  |  浏览/下载：20/0  |  提交时间：2014/12/31 Floods  Experiments  Mathematical models  Rivers  Stators  Water levels   Flood Routing Simulation and System Customization for a High-Leakage River Channel in China 期刊论文 JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2013, 卷号: 139, 期号: 6, 页码: 656-663 Song, Shuai(宋帅); Zheng, XL; Li, FD; Tian, SB; Lin, GQ 收藏  |  浏览/下载：17/0  |  提交时间：2013/08/20 Flood routing  Riverbed leakage  Leakage coefficient  Roughness coefficient   Flood Routing Simulation and System Customization for a High-Leakage River Channel in China SCI/SSCI论文 2013 Song S.; Zheng X. L.; Li F. D.; Tian S. B.; Lin G. Q. 收藏  |  浏览/下载：19/0  |  提交时间：2014/12/24 Flood routing  Riverbed leakage  Leakage coefficient  Roughness  coefficient  aquifer interactions  groundwater  information   Deep-thickness Covering Layer Riverbed Closure Difficulty and Safety Control Countermeasures 会议论文 作者:  Xuehai, Li;  Huang Guobing;  Cheng Zibing 收藏  |  浏览/下载：4/0  |  提交时间：2019/12/05 deep-thickness covering layer  river closure difficulty  bottom protection effectiveness  embankment collapsing  stability computation  sand protection and leakage prevention