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Journal of Water Resources Planning and Management最新文献

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An Open-Source, Semisupervised Water End-Use Disaggregation and Classification Tool 一种开放源代码、半监督的水最终用途分解和分类工具
IF 3.1 3区 环境科学与生态学 Q2 ENGINEERING, CIVIL Pub Date : 2023-07-01 DOI: 10.1061/jwrmd5.wreng-5444
Nour A. Attallah, J. Horsburgh, Camilo J. Bastidas Pacheco
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引用次数: 2
Hydropower Scheduling Toolchains: Comparing Experiences in Brazil, Norway, and USA and Implications for Synergistic Research 水电调度工具链:巴西、挪威和美国的经验比较及其对协同研究的启示
IF 3.1 3区 环境科学与生态学 Q2 ENGINEERING, CIVIL Pub Date : 2023-07-01 DOI: 10.1061/jwrmd5.wreng-5911
A. Helseth, A. Melo, Q. Ploussard, B. Mo, M. Maceira, A. Botterud, N. Voisin
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引用次数: 1
Impacts of Reservoir Operation on Hydrodynamic and Thermal Conditions in a Large Deep Reservoir and the Potential Ecological Impacts 大型深层水库运行对水动力和热力条件的影响及潜在生态影响
IF 3.1 3区 环境科学与生态学 Q2 ENGINEERING, CIVIL Pub Date : 2023-07-01 DOI: 10.1061/jwrmd5.wreng-5688
Longfan Wang, Zhuohang Xin, Bo Xu, Xiaoxian Chen, Y. Zheng, Jingjie Zhang, Chi Zhang
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引用次数: 0
Reliability of Emergency Water Supply for a Reservoir and Enhancement through Floating Photovoltaics in a Long-Distance Water Diversion Project 远距离调水工程水库应急供水可靠性及浮动光伏提高
IF 3.1 3区 环境科学与生态学 Q2 ENGINEERING, CIVIL Pub Date : 2023-07-01 DOI: 10.1061/jwrmd5.wreng-5812
Chao Ma, Zhao Liu, Wei He, Yuansheng Zhang, Ai-Guo Jiang, Jian Zhang, J. Lian
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引用次数: 0
A Flood-Attenuating Impervious Surface Layout Planning Framework: Integrated Storm Water Management Model with Harmony Search 一种防洪防渗面布局规划框架——和谐搜索的雨水综合管理模型
IF 3.1 3区 环境科学与生态学 Q2 ENGINEERING, CIVIL Pub Date : 2023-07-01 DOI: 10.1061/jwrmd5.wreng-5988
Runxiang Cao, P. Feng, Yuping Han, Zhongpei Liu, X. Huang, Fawen Li
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引用次数: 0
Adapting Colorado River Basin Depletions to Available Water to Live within Our Means 使科罗拉多河流域的枯竭适应我们力所能及的生活所需的可用水
IF 3.1 3区 环境科学与生态学 Q2 ENGINEERING, CIVIL Pub Date : 2023-07-01 DOI: 10.1061/jwrmd5.wreng-5555
Jian Wang, D. Rosenberg
5 The Colorado River’s two largest reservoirs are drawing down because releases exceed inflows and 6 releases adapt to reservoir elevations instead of elevation and inflow triggers. To help slow reservoir 7 drawdown and sustain target elevations, we introduced a new rule that adapted basin depletions to 8 available water. We simulated inflow-based operations and validated existing operations in a new open9 source exploratory model for the Colorado River Basin. We developed the exploratory model to more 10 easily adapt Upper and Lower Basin depletions to available water, reduce run time, and lower costs to use 11 compared to the proprietary RiverWare Colorado River Simulation System (CRSS) model. We simulated 12 adaptive and existing operations for (a) the 2000 to 2018 period, and (b) scenarios of steady Lees Ferry 13 natural inflow each year of 17.3 down to 6.2 billion cubic meters (bcm, or 14 to 5 million acre-feet, maf) 14 per year. We found the following: (1) the existing rules drew down Lake Powell and Lake Mead to their 15 critical storages of 7.4 bcm (6.0 maf) in less than 5 years when Lees Ferry natural flow was less than 15.3 16 bcm/year (12.4 maf/year; 2000 to 2018 period average). (2) The adaptive rule sustained both reservoirs 17 above their critical levels for long periods of time by requiring Upper and Lower Basin users to conserve 18 up to 1.2 bcm (1.0 maf) per year more water than existing operations. We see next steps as testing the 19 adaptive rule in CRSS and devising conservation programs that can adapt and scale to available water. 20 1 Jian Wang, corresponding author, Dept. of Civil and Environmental Engineering and Utah Water Research Laboratory, Utah State Univ., 8200 Old Main Hill, Logan, UT84322-8200. Email: jian.wang@usu.edu 2 David E. Rosenberg, Dept. of Civil and Environmental Engineering and Utah Water Research Laboratory, Utah State Univ., 8200 Old Main Hill, Logan, UT84322-8200. Email: david.rosenberg@usu.edu
5科罗拉多河最大的两座水库正在减少,因为排放量超过了流入量,6座水库的排放量适应了水库高程,而不是高程和流入量的触发因素。为了帮助减缓7号水库的水位下降并维持目标高程,我们引入了一项新规则,将流域的消耗量调整为8个可用水量。我们模拟了基于流入的作业,并在科罗拉多河流域的新开源勘探模型中验证了现有作业。与专有的RiverWare科罗拉多河模拟系统(CRSS)模型相比,我们开发了探索模型,使上下盆地的消耗更容易适应可用水,减少运行时间,并降低使用成本。我们模拟了(a)2000年至2018年期间的12项适应性和现有作业,以及(b)Lees Ferry 13每年173亿立方米(bcm,或1400万至500万英亩英尺,maf)14的稳定自然流入情景。我们发现以下情况:(1)当Lees Ferry的自然流量低于153.16 bcm/年(12.4 maf/年;2000年至2018年期间的平均值)时,现有规则在不到5年的时间内将Powell湖和Mead湖的15个关键蓄水量降至74 bcm(6.0 maf)。(2) 自适应规则要求上下盆地用户每年比现有操作多节约18至120亿立方米(1.0 maf)的水,从而使两个水库17在很长一段时间内保持在临界水位以上。我们认为下一步将在CRSS中测试19自适应规则,并制定能够适应和扩大可用水的保护计划。20 1王,通讯作者,犹他州立大学土木与环境工程系和犹他州水研究实验室,8200 Old Main Hill,Logan,UT84322-8200。电子邮件:jian.wang@usu.edu2 David E.Rosenberg,犹他州立大学土木与环境工程系和犹他州水研究实验室,8200 Old Main Hill,Logan,UT84322-8200。电子邮件:david.rosenberg@usu.edu
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引用次数: 1
Hydraulic Optimization Control of Cascaded Open Channel under the Emergency Scenario of a Downstream Water Supply Interruption 下游供水中断紧急情况下梯级明渠水力优化控制
IF 3.1 3区 环境科学与生态学 Q2 ENGINEERING, CIVIL Pub Date : 2023-07-01 DOI: 10.1061/jwrmd5.wreng-5881
Yueqiang Li, Zhao Zhang, Lingzhong Kong, X. Lei, Jie Zhu, Hanyuan Li, Yilin Wang, Rong Cao
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引用次数: 1
A Stakeholder-Engaged Approach to Anticipating Forest Disturbance Impacts in the Colorado River Basin under Climate Change 气候变化下科罗拉多河流域森林干扰影响的利益相关者参与预测方法
IF 3.1 3区 环境科学与生态学 Q2 ENGINEERING, CIVIL Pub Date : 2023-07-01 DOI: 10.1061/jwrmd5.wreng-5905
Kristen M. Whitney, E. Vivoni, Zhaocheng Wang, D. White, R. Quay, M. Mahmoud, Nolie P. Templeton
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引用次数: 1
Decomposing the Institutional Structure of Interstate River Basins Using Institutional Grammar, Institutional Analysis, and Development Framework 用制度语法、制度分析和发展框架分解州际河流流域的制度结构
IF 3.1 3区 环境科学与生态学 Q2 ENGINEERING, CIVIL Pub Date : 2023-07-01 DOI: 10.1061/jwrmd5.wreng-5966
Chee Hui Lai, Jianshi Zhao
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引用次数: 0
Modeling Flow and Pressure Control in Water Distribution Systems Using the Nash Equilibrium 基于纳什均衡的配水系统流量和压力控制建模
IF 3.1 3区 环境科学与生态学 Q2 ENGINEERING, CIVIL Pub Date : 2023-06-01 DOI: 10.1061/jwrmd5.wreng-5889
J. Deuerlein, S. Elhay, O. Piller, A. Simpson
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引用次数: 0
期刊
Journal of Water Resources Planning and Management
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