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Study on Temporal Variability of Hydrological Elements in the Daqing River Basin, China 大庆河流域水文要素的时间变异性研究
IF 2.4 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-11-01 DOI: 10.1061/jhyeff.heeng-5937
Honglin Xiao, Jinping Zhang, Min Xu
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引用次数: 0
Flow Assessment Downstream of a Hydroelectric Project in an Ungauged Area 未计量地区水电工程下游流量评估
4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-11-01 DOI: 10.1061/jhyeff.heeng-6050
Dipsikha Devi, Arup Kumar Sarma
Hydropower dams can induce flash floods, leading to a severe cataclysm in flood-prone areas at downstream regions. On the catchment scale, flooding is not contributed solely by the reservoir releases, and there can be significant flow contributions from tributaries downstream of the dam. The major challenge in estimating the lateral flow contribution is that most tributaries are ungauged and situated in inaccessible areas. To overcome this inconsistency and to increase the precision of downstream flood warnings, a modeling framework was developed to quantify the flow contribution by ungauged tributaries to the mainstream using the drainage area ratio (DAR) method. The model parameters were estimated using optimization algorithms, and the best parameters were selected based on the error metrics. The modeling framework constitutes a reservoir operation model and hydrodynamic model developed in MATLAB version 2020b environment with the ease of coupling the two models. The estimated flow from the lateral tributaries based on the optimal model parameters of DAR and hourly inflow hydrographs were incorporated into the model. Two scenarios were analysed with and without lateral flow from ungauged tributaries. Results impart that the flood peaks have increased by more than 75% with the incorporation of the lateral flow. The model was validated with downstream stage and discharge data. The results indicated that the magnitude of the model generated and actual flow data were in the same range.Practical ApplicationsFlooding downstream due to sudden release from a hydropower dam is a matter of serious concern worldwide. To evaluate the potential flooding situation downstream, a dam release is generally routed by a hydrodynamic model. However, because hydropower dams are mostly located in remote areas, the tributaries located at inaccessible downstream areas remain ungauged and, therefore, obtaining precipitation/streamflow data of such tributaries become difficult. In absence of downstream flow contribution, the water level obtained by routing the reservoir release underestimates flood magnitude. The dam release flood falls in the high-hazard category because of its suddenness characteristics and, therefore, adverse consequences of underestimation cannot be overemphasized. This paper presents a framework that couples a reservoir operation model, a hydrodynamic model, and a simplified area–proportionate model to estimate downstream tributary contribution, so that a more reliable estimation of the downstream flood situation can be made. The modeling framework has been tested in the Ranganadi Hydropower Project situated in northeastern part of India. The coupled model can be applied to any reservoir with proper calibration of model parameters. By applying this model, a disaster manager would be in a position to disseminate in advance a more reliable downstream flood warning.
水电站大坝会引发山洪暴发,给下游易发洪涝地区带来严重灾害。在集水区尺度上,洪水不仅仅是由水库的释放造成的,大坝下游的支流也可能有重要的流量贡献。估算侧向流贡献的主要挑战是,大多数支流未被测量,且位于难以到达的地区。为了克服这种不一致性并提高下游洪水预警的精度,开发了一个建模框架,利用排水面积比(DAR)方法量化未计量支流对干流的流量贡献。利用优化算法对模型参数进行估计,并根据误差度量选择最佳参数。建模框架由水库运行模型和水动力模型组成,在MATLAB版本2020b环境下开发,便于两个模型的耦合。基于DAR最优模型参数和逐时入流曲线的侧向支流估算流量被纳入模型。分析了有和没有未测量支流侧流的两种情况。结果表明,侧流的加入使洪峰增加了75%以上。用下游阶段和流量数据对模型进行了验证。结果表明,所建立的模型与实际流动数据的量级在同一范围内。实际应用水电站大坝突然泄洪引起的下游洪水是世界范围内普遍关注的问题。为了评估下游潜在的洪水情况,大坝放水通常采用水动力模型。然而,由于水电站大坝大多位于偏远地区,位于无法到达的下游地区的支流没有被测量,因此很难获得这些支流的降水/流量数据。在没有下游流量贡献的情况下,通过水库放水获得的水位低估了洪水的震级。大坝泄洪因其突发性特点,属于高危类,低估的不利后果再怎么强调也不为过。本文提出了一个将水库运行模型、水动力模型和简化面积比例模型耦合的框架来估算下游支流的贡献,从而对下游洪情做出更可靠的估计。该模型框架已在位于印度东北部的Ranganadi水电项目中进行了测试。该耦合模型可以应用于任何油藏,只要对模型参数进行适当的校正。通过应用该模型,灾害管理人员将能够提前发布更可靠的下游洪水预警。
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引用次数: 0
Climate-Induced Annual and Interannual Processual Shifts in Ecohydrological Regimes and Their Evaluations in Jinsha River Basin, China 金沙江流域气候引起的生态水文年际变化及其评价
4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-11-01 DOI: 10.1061/jhyeff.heeng-5906
Xiaopei Ju, Dong Wang, Yuankun Wang, Vijay P. Singh, Along Zhang, Pengcheng Xu, Jichun Wu, Tao Ma, Jiufu Liu, Jianyun Zhang
This study develops a four-module-based multimodel framework, coupled with the projections of general circulation models (GCMs), a hydrological model (SWAT), and two sets of evaluation indicators [Indicators of Hydrologic Alteration (IHA) and River Regime Index (RRI)], to systematically quantify the response of ecohydrological regimes to climatic change. The Jinsha River Basin (JRB) was selected as a target area for both framework verification and application analysis because of its precious natural conditions, privileged abundant hydropower, and extremely rich fish resources. Results revealed that: (1) temperature and precipitation in the JRB would show increasing trends to varying degrees in the future. The increase in temperature would be much higher than that in precipitation, and the increment would be more significant during the end of the century (2068–2097). (2) The future runoff in the JRB may face an overall decreasing trend, leading to more and more frequent drought disasters. (3) The disturbances in the ecohydrological regime would result in more concentrated runoff and smoother hydrological pulse fluctuations in the JRB, meaning human-assisted participation would be required for the conservation of reproduction and development of ecological resources like Coreius guichenoti. Our findings suggest that effective management of future watershed resources can only be accomplished if an in-depth and comprehensive hydrological evaluation of changing climate is made, and the protection and sustainable development of ecological resources of the JRB in the future will require the participation of stakeholders. Figuring out the alteration in ecohydrological regimes under natural variation and its potential hazards may guide the degree of human participation in futural river protection.
本研究建立了一个基于四个模块的多模型框架,结合环流模型(GCMs)预估、水文模型(SWAT)和两套评价指标[水文变化指标(IHA)和河情指数(RRI)],系统地量化了生态水文制度对气候变化的响应。金沙江流域因其得天独厚的自然条件、丰富的水电资源和极其丰富的鱼类资源,被选定为框架验证和应用分析的目标区域。结果表明:(1)JRB未来气温和降水均有不同程度增加的趋势。气温的增加幅度将远远大于降水的增加幅度,并且在本世纪末(2068-2097)的增加幅度将更为显著。(2)未来JRB径流量总体呈减少趋势,导致干旱灾害越来越频繁。(3)生态水文状态的扰动将导致JRB径流更加集中,水文脉冲波动更加平滑,这意味着对Coreius guichenoti等生态资源的保护和繁殖发展需要人工参与。研究结果表明,只有对气候变化进行深入和全面的水文评价,才能实现对未来流域资源的有效管理,未来JRB生态资源的保护和可持续发展需要利益相关者的参与。弄清自然变化下生态水文状况的变化及其潜在危害,可以指导人类参与未来河流保护的程度。
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引用次数: 0
Analytical Solution of Kinematic Wave Equation for Overland Flow due to Storms Moving at a Velocity Lower than Flow Velocity 以低于流速移动的风暴引起的地面流运动波动方程的解析解
IF 2.4 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-11-01 DOI: 10.1061/jhyeff.heeng-5921
Vijay Singh, Anuj Kumar Dwivedi
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引用次数: 0
Temporal Assessment of Meteorological Drought Events Using Stationary and Nonstationary Drought Indices for Two Climate Regions in India 基于平稳和非平稳干旱指数的印度两个气候区气象干旱事件时间评价
IF 2.4 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-11-01 DOI: 10.1061/jhyeff.heeng-6011
Arya Sajeev, Subrahmanya Kundapura
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引用次数: 0
Incorrect Sizing Calculation Methods for Bioretention Cells 生物滞留细胞尺寸计算方法不正确
4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-11-01 DOI: 10.1061/jhyeff.heeng-6015
Yiping Guo
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引用次数: 0
Evaluating Direct Assimilation of Satellite-Based Potential Evapotranspiration into SWAT for Improving Hydrological Modeling 评估基于卫星的潜在蒸散发直接同化SWAT以改进水文模拟
IF 2.4 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-11-01 DOI: 10.1061/jhyeff.heeng-5936
Seyedbamdad Ghafourian, B. Aminnejad, H. Ebrahimi
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引用次数: 0
Reassessment of Reservoir Sedimentation Rates under a Monsoon Climate with Combined Optical and Microwave Remote Sensing: A Case Study of Three Reservoirs in the Upper Godavari Basin, India 季风气候下水库沉积速率的光微波联合遥感再评估——以印度上哥达瓦里盆地3个水库为例
4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-11-01 DOI: 10.1061/jhyeff.heeng-5995
Joy Sanyal, Anuva Chowdhury
Remote sensing is widely used for monitoring reservoir capacities. The relationship between two water levels (WLs) and the corresponding satellite-derived water spread areas provides the reservoir volume between the two WLs. However, the accuracy of this method depends on the ability to capture the water spread areas at fine increments of WLs so that the cross section of a reservoir is represented in adequate detail. In a monsoon climate, persistent cloud cover during the rainy season limits the number of usable optical satellite images. Hence, the time interval between two successive WLs for which cloud-free images are available is generally large. Using only a few WLs increases the likelihood of missing a significant break of slope in the reservoirs that may lead to gross error in the storage measurement. We showed that the combination of freely available optical (e.g., Landsat 8) and cloud-penetrating microwave [e.g., European Space Agency (ESA) Sentinel-1] images may improve storage estimation and mitigate the inherent uncertainty of using remote sensing data for monitoring reservoir sedimentation. Three reservoirs in the Upper Godavari Basin in India constituted the study area. Findings show that the average annual sedimentation rate was overestimated by ∼10% when using only Landsat-8 images compared to combined radar and optical remote sensing databases (2016 and 2017). The suggested method made significant improvements in the estimation of reservoir capacities for narrow-bottomed and convex-edged reservoirs.Practical ApplicationsThe capacity of a reservoir is typically monitored on a periodic basis as a means of determining the reservoir’s overall health. This is a common application of satellite imagery. Satellite images are used to determine the volume of water stored in a reservoir by analyzing the relationship between two water levels and the area covered by the water. The greater the difference between the two water levels, the less precise this measurement will be. Under monsoon climate, cloud cover prevents the use of optical images during the rainy season when reservoir levels fluctuate greatly. Because there are fewer water levels to choose from due to the lack of images, the accuracy of the estimate suffers. Using three reservoirs in the monsoon region of peninsular India, this study shows that combining optical data from satellites like Landsat-8 with publicly available cloud-penetrating Sentinel-1 radar images greatly increases the number of water spread area–water level data points and decreases the error and uncertainty in the storage estimation. Based on our findings, it appears that the reported rate of capacity loss, derived from limited optical images, is likely to be inaccurate. The authors also found that the storage estimates of the narrow-bottomed conical-shaped reservoirs will be greatly improved by increasing the number of water levels in volume calculation.
遥感被广泛用于监测水库容量。两个水位(WLs)之间的关系以及相应的卫星衍生水扩散面积提供了两个水位之间的水库体积。然而,这种方法的准确性取决于以wl的微小增量捕获水扩散区域的能力,以便能够充分详细地表示水库的横截面。在季风气候下,雨季持续的云层覆盖限制了可用光学卫星图像的数量。因此,获得无云图像的两个连续wl之间的时间间隔通常很大。如果只使用少量的WLs,就很可能会遗漏水库中一个重要的坡面断裂,从而导致水库测量出现严重误差。研究表明,免费光学(如Landsat 8)和穿透云微波(如欧洲航天局(ESA) Sentinel-1)图像的结合可以改善存储估算,并减轻使用遥感数据监测水库沉积的固有不确定性。印度上哥达瓦里盆地的三个储层构成了研究区。研究结果表明,与雷达和光学遥感数据库(2016年和2017年)相比,仅使用Landsat-8图像时,平均年沉积速率被高估了约10%。该方法对窄底凸边油藏的储层容量估算有明显的改进。实际应用水库的容量通常是定期监测的,作为确定水库整体健康状况的一种手段。这是卫星图像的一个常见应用。卫星图像通过分析两个水位和水覆盖面积之间的关系来确定水库的储水量。两个水位之间的差异越大,这种测量就越不精确。在季风气候下,由于雨季水库水位波动较大,云层的覆盖阻碍了光学图像的使用。由于缺乏图像,可供选择的水位较少,因此估计的准确性受到影响。利用印度半岛季风区的三个水库,本研究表明,将Landsat-8等卫星的光学数据与公开可用的穿透云层的Sentinel-1雷达图像相结合,大大增加了水扩散面积-水位数据点的数量,减少了存储估算的误差和不确定性。根据我们的研究结果,从有限的光学图像中得出的容量损失率可能是不准确的。同时发现,在容积计算中增加水位数可以大大改善窄底锥形水库的库容估算。
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引用次数: 1
Evaluating the Efficacy of Actively Managed Distributed Storage Systems for Peak Flow Reduction Using Spatially Uniform Design Storms 使用空间均匀设计风暴评估主动管理分布式存储系统减少峰值流量的效果
IF 2.4 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-10-01 DOI: 10.1061/jhyeff.heeng-6005
Riley Post, F. Quintero, W. Krajewski
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引用次数: 0
Improved Velocity Profile in Open Channels Using Incomplete Information–Based Entropy Theory 利用不完全信息熵理论改进开放通道速度剖面
IF 2.4 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-10-01 DOI: 10.1061/jhyeff.heeng-5978
Manotosh Kumbhakar, Christina W. Tsai, Vijay P. Singh
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引用次数: 0
期刊
Journal of Hydrologic Engineering
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