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A nonstationary stochastic simulator for clustered regional hydroclimatic extremes to Characterize compound flood risk 用于描述复合洪水风险的聚类区域极端水文气候非稳态随机模拟器
IF 3.1 Q2 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2024-09-30 DOI: 10.1016/j.hydroa.2024.100189
Adam Nayak , Pierre Gentine , Upmanu Lall
Traditional approaches to flood risk management assume flood events follow an independent, identically distributed (i.i.d.) random process from which static risk measures are computed. Modern risk accounting strategies also consider nonstationarity or long-term trends in the mean and moments of the associated flood probability distributions. However, few approaches consider how extreme hydroclimatic events cluster in both space and time, compounding damage risks. Here we introduce a compound flood risk simulator that models and conditionally forecasts future variability in regional flooding events that cluster in time, given trends and oscillations in a variable climate signal. A modular, novel integration of wavelet signal processing, nonstationary time series forecasting, k-nearest neighbor (KNN) bootstrapping, multivariate copulas, and modified Neyman-Scott (NS) event clustering process provides users the ability to model interannual and sub-annual clustering of flood risk. Our semi-parametric flood generator specifically targets the clustered temporal dynamics of jointly modeled flood intensity, duration, and frequency over a finite future period of a decade or more, thereby providing a foundation for adaptation approaches that integrate temporally clustered flood risk into planning, response and recovery.
传统的洪水风险管理方法假定洪水事件遵循独立、同分布(i.i.d.)的随机过程,并据此计算静态风险度量。现代风险核算策略还考虑了相关洪水概率分布的均值和矩值的非平稳性或长期趋势。然而,很少有方法会考虑极端水文气候事件如何在空间和时间上聚集,从而使损害风险复合化。在此,我们介绍了一种复合洪水风险模拟器,该模拟器可根据可变气候信号中的趋势和振荡情况,模拟并有条件地预测未来区域洪水事件在时间上的集群变化。小波信号处理、非稳态时间序列预测、k-近邻(KNN)自引导、多变量协方差和修正的奈曼-斯科特(NS)事件聚类过程的模块化、新颖集成,为用户提供了洪水风险的年际和次年聚类建模能力。我们的半参数洪水生成器专门针对联合建模的洪水强度、持续时间和频率在未来十年或更长时间内的时间动态聚类,从而为将时间聚类洪水风险纳入规划、响应和恢复的适应方法奠定了基础。
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引用次数: 0
Global analysis of forest tipping points leading to changing water cycle dynamics 对导致水循环动态变化的森林临界点的全球分析
IF 3.1 Q2 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2024-09-26 DOI: 10.1016/j.hydroa.2024.100187
Marisol Domínguez-Tuda , Hugo A. Gutiérrez-Jurado
Forest cover loss is increasing at unprecedented rates, affecting the hydrologic systems of major freshwater-producing regions of the world. However, quantification of the tipping points of forest cover loss before hydrologic changes manifest and their impact in water yield and climatic conditions has remained elusive. In this study, we aim to systematically document the critical thresholds of tree cover loss leading to changing hydrologic functioning within regions that experienced extensive drought, fire, or clear-cutting events spanning different climates during the period from 2001 to 2016. Using the Hydrologic Sensitivity Index based on Budyko’s curve, we analyzed the changes in hydrologic responses to climate variability as landcover changes across the affected forests. Critical thresholds were derived by fitting Richard’s Curve function to the observed relationship between growing sensitive area and tree cover loss. Our analysis reveals decrease in water yields and warming trends during the early stages of tree cover loss in tropical forests (c = 16 %), with negative anomalies observed in rainforests of Central Africa and Maritime Southeast Asia. Boreal forests also show low thresholds (c = 18 %) with a strong tendency toward a warmer climate state and no clear tendency in water yields. Mixed forests show moderate thresholds (c = 25 %) with unclear water yield and climate trends. Conversely, Temperate forests exhibit the most resilience to hydrologic regime shifts with high critical thresholds of tree cover loss (c = 46––54 %), but a rapid alteration once their threshold is surpassed resulting primarily in increased water yields and a shift toward cooler climate conditions. As the potential for additional tree cover loss heightens, due to expected increases in the frequency and intensity of droughts and wildfires, the analyses presented provide a quantitative framework to monitor and assess the impacts of changing forest cover conditions on the water cycle behavior of some of the largest freshwater producing regions of the world.
森林植被丧失正以前所未有的速度加剧,影响着世界主要淡水产区的水文系统。然而,在水文变化显现之前,森林植被丧失的临界点及其对产水量和气候条件的影响一直难以量化。在这项研究中,我们旨在系统地记录 2001 年至 2016 年期间,在经历了大面积干旱、火灾或砍伐事件的不同气候区域内,导致水文功能变化的树木植被损失临界点。利用基于布迪科曲线的水文敏感性指数,我们分析了受影响森林的土地覆盖变化对气候变异的水文响应变化。通过将理查德曲线函数拟合到观察到的生长敏感区域与树木植被损失之间的关系,我们得出了临界阈值。我们的分析表明,在热带雨林树木植被损失的早期阶段(c = 16%),产水量下降,气候呈变暖趋势,在中非和东南亚沿海地区的热带雨林中观察到了负的异常现象。北欧森林也显示出较低的临界值(c = 18%),具有气候变暖的强烈趋势,但在产水量方面没有明显的趋势。混交林显示出中等阈值(c = 25%),产水量和气候趋势不明。与此相反,温带森林对水文系统变化的适应能力最强,其树木植被损失的临界值较高(c = 46-54%),但一旦超过临界值就会迅速发生变化,主要导致产水量增加和气候条件转冷。由于预计干旱和野火的频率和强度会增加,树木覆盖面积损失的可能性也会增加,因此所做的分析提供了一个定量框架,用于监测和评估森林覆盖条件变化对世界上一些最大淡水产区水循环行为的影响。
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引用次数: 0
Simulating the emergence of institutions that reverse freshwater salinization: An agent-based modeling approach 模拟逆转淡水盐碱化的机构的出现:基于代理的建模方法
IF 3.1 Q2 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2024-09-23 DOI: 10.1016/j.hydroa.2024.100188
Kingston Armstrong , Yinman Zhong , Shantanu V. Bhide , Stanley B. Grant , Thomas Birkland , Emily Zechman Berglund
Salt concentration in global freshwater supplies has increased steadily, leading to the Freshwater Salinization Syndrome (FSS). To curb the FSS, stakeholders can self-organize to develop institutions, or a set of rules that limit salt emissions. This research develops an agent-based modeling framework to explore how institutions reverse the FSS. Property owners are represented as agents that apply rules of behavior to apply salt to deice pavement in response to winter weather, vote on institutions, and comply with or defect from institutions. Salt enters the soil-groundwater system through infiltration, which is modeled using a transit time distribution approach. Results demonstrate that stable institutions lead to positive economic outcomes for stakeholders, based on their ability to apply salt during winter events and access high-quality drinking water. Simulations are analyzed to explore institutions, or limits to the application of salt, that emerge based on the interactions of stakeholders as they agree on salt application limits, the intensity of monitoring for defectors, and sanctions. Institutions that emerge effectively limit the concentration of salt in drinking water. The emergence of stable institutions low rates of innovation among stakeholders, and the concentration of salt in groundwater exceeds standards due to high rates of defection among stakeholders. This research demonstrates how self-organized institutions can lead to sustainable application strategies that reverse the FSS.
全球淡水供应中的盐浓度持续上升,导致了淡水盐碱化综合症(FSS)。为了遏制淡水盐碱化综合症,利益相关者可以自发组织起来,制定限制盐排放的制度或一系列规则。本研究开发了一个基于代理的建模框架,以探索制度如何扭转 FSS。业主被视为代理人,他们应用行为规则,根据冬季天气情况在路面上撒盐除冰,对制度进行投票,并遵守或不遵守制度。盐分通过渗透进入土壤-地下水系统,该过程采用过境时间分布法建模。结果表明,稳定的制度会给利益相关者带来积极的经济效益,因为他们有能力在冬季施盐并获得高质量的饮用水。通过对模拟进行分析,探讨了在利益相关者就施盐限制、对叛逃者的监控力度和制裁措施达成一致时,根据利益相关者的互动而产生的制度或施盐限制。新出现的制度有效地限制了饮用水中的盐浓度。稳定机构的出现降低了利益相关者之间的创新率,由于利益相关者之间的高叛变率,地下水中的盐浓度超过了标准。这项研究展示了自组织机构如何能够带来可持续的应用策略,从而扭转快速供水系统。
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引用次数: 0
Precipitation-elevation relationship: Non-linearity and space–time variability prevail in the Swiss Alps 降水与海拔的关系:瑞士阿尔卑斯山的非线性和时空变异性普遍存在
IF 3.1 Q2 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2024-09-11 DOI: 10.1016/j.hydroa.2024.100186
Lionel Benoit , Erwan Koch , Nadav Peleg , Gregoire Mariethoz

The relationship between mean daily precipitation and elevation is often regarded as linear and positive, resulting in simple “precipitation lapse rate” equations frequently employed to extrapolate daily rainfall from a single weather station over a large area. We examine the precipitation-elevation relationship in the Swiss Alps using a combination of weather radar and rain gauge data to test this common assumption, challenging it by fitting a two-segment piecewise linear model with a mid-slope break-point as an alternative. By examining data stratified by catchment, season, and weather type, we assess the space–time variability of the precipitation-elevation relationship. We conclude that a non-linear and non-stationary model seems necessary to capture the variability of the observed precipitation-elevation relationship. Based on our findings, we suggest that the simplified precipitation lapse rate concept is misleading and should be reconsidered in hydrological applications, emphasizing the need for a more realistic representation of precipitation variability over time and space.

平均日降水量与海拔高度之间的关系通常被认为是线性和正相关的,因此经常使用简单的 "降水失效率 "方程来推断单个气象站在大范围内的日降水量。我们结合气象雷达和雨量计数据研究了瑞士阿尔卑斯山的降水量与海拔高度之间的关系,以检验这一常见假设。通过研究按流域、季节和天气类型分层的数据,我们评估了降水-海拔关系的时空变异性。我们得出的结论是,要捕捉观测到的降水-海拔关系的变异性,似乎需要一个非线性和非稳态模型。根据我们的研究结果,我们认为简化的降水失效率概念具有误导性,应在水文应用中重新考虑,并强调需要更真实地反映降水在时间和空间上的变化。
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引用次数: 0
How much X is in XAI: Responsible use of “Explainable” artificial intelligence in hydrology and water resources XAI中有多少X:在水文和水资源领域负责任地使用 "可解释 "人工智能
IF 3.1 Q2 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2024-09-10 DOI: 10.1016/j.hydroa.2024.100185
Holger Robert Maier , Firouzeh Rosa Taghikhah , Ehsan Nabavi , Saman Razavi , Hoshin Gupta , Wenyan Wu , Douglas A.G. Radford , Jiajia Huang

Explainable Artificial Intelligence (XAI) offers the promise of being able to provide additional insight into complex hydrological problems. As the “new kid on the block”, these methods are embraced enthusiastically and often viewed as offering something radically new and different. However, upon closer inspection, many XAI approaches are very similar to more “traditional” methods of “interrogating” existing models, such as sensitivity or break-even analysis. In fact, the approach of developing data-driven models to obtain a better understanding of hydrological processes to inform the development of more physics-based models is as old as hydrology itself. Consequently, rather than being considered a new approach, XAI should be viewed as part of a long-standing tradition, and XAI methods part of an ever-expanding hydrological modelling toolkit, rather than a silver bullet. Critically, there needs to be shift from focusing on how to best eXplain what AI models have learnt (i.e., the X component of XAI) to developing models that are able to capture relationships that are contained within the data in a robust and reliable fashion (i.e., the AI component of XAI), as there is little value in explaining AI-derived relationships if these do not reflect underlying hydrological processes. However, this is often not the case due to a focus on maximising the predictive ability of AI models “at all costs”, not uncommonly resulting in large models that often have thousands or even millions of parameters that are not well defined. Consequently, these models generally do not capture underlying hydrological processes in a robust and reliable fashion. Finally, there is also a need to stop thinking about XAI as a purely technical approach, but a socio-technical approach that views XAI as a process that can assist with solving problems that are situated within broader social and political contexts.

可解释人工智能(XAI)有望为复杂的水文问题提供更多洞察力。作为 "新生事物",这些方法受到热烈欢迎,往往被视为提供了全新的、与众不同的东西。然而,仔细观察,许多 XAI 方法与 "询问 "现有模型的更 "传统 "的方法非常相似,例如灵敏度或盈亏平衡分析。事实上,开发数据驱动模型以更好地了解水文过程,从而为开发更多基于物理的模型提供信息的方法与水文学本身一样古老。因此,XAI 不应被视为一种新方法,而应被视为悠久传统的一部分,XAI 方法是不断扩展的水文建模工具包的一部分,而不是灵丹妙药。至关重要的是,需要从关注如何最好地解释人工智能模型所学到的知识(即 XAI 的 X 部分),转向开发能够以稳健可靠的方式捕捉数据中包含的关系的模型(即 XAI 的人工智能部分),因为如果人工智能得出的关系不能反映潜在的水文过程,那么解释这些关系就没有什么价值。然而,由于 "不惜一切代价 "将人工智能模型的预测能力最大化作为重点,这往往会导致大型模型中往往有数千甚至数百万个未明确定义的参数。因此,这些模型通常无法以稳健可靠的方式捕捉潜在的水文过程。最后,还需要停止将 XAI 视为一种纯粹的技术方法,而应将其视为一种社会技术方法,将 XAI 视为一种可协助解决更广泛的社会和政治背景下的问题的过程。
{"title":"How much X is in XAI: Responsible use of “Explainable” artificial intelligence in hydrology and water resources","authors":"Holger Robert Maier ,&nbsp;Firouzeh Rosa Taghikhah ,&nbsp;Ehsan Nabavi ,&nbsp;Saman Razavi ,&nbsp;Hoshin Gupta ,&nbsp;Wenyan Wu ,&nbsp;Douglas A.G. Radford ,&nbsp;Jiajia Huang","doi":"10.1016/j.hydroa.2024.100185","DOIUrl":"10.1016/j.hydroa.2024.100185","url":null,"abstract":"<div><p>Explainable Artificial Intelligence (XAI) offers the promise of being able to provide additional insight into complex hydrological problems. As the “<em>new kid on the block</em>”, these methods are embraced enthusiastically and often viewed as offering something radically new and different. However, upon closer inspection, many XAI approaches are very similar to more “<em>traditional</em>” methods of “<em>interrogating</em>” existing models, such as sensitivity or break-even analysis. In fact, the approach of developing data-driven models to obtain a better understanding of hydrological processes to inform the development of more physics-based models is as old as hydrology itself. Consequently, rather than being considered a new approach, XAI should be viewed as part of a long-standing tradition, and XAI methods part of an ever-expanding hydrological modelling toolkit, rather than a silver bullet. Critically, there needs to be shift from focusing on how to best <em>eXplain</em> what AI models have learnt (i.e., the X component of XAI) to developing models that are able to capture relationships that are contained within the data in a robust and reliable fashion (i.e., the AI component of XAI), as there is little value in explaining AI-derived relationships if these do not reflect underlying hydrological processes. However, this is often not the case due to a focus on maximising the predictive ability of AI models “<em>at all costs</em>”, not uncommonly resulting in large models that often have thousands or even millions of parameters that are not well defined. Consequently, these models generally <em>do not</em> capture underlying hydrological processes in a robust and reliable fashion. Finally, there is also a need to stop thinking about XAI as a purely technical approach, but a socio-technical approach that views XAI as a process that can assist with solving problems that are situated within broader social and political contexts.</p></div>","PeriodicalId":36948,"journal":{"name":"Journal of Hydrology X","volume":"25 ","pages":"Article 100185"},"PeriodicalIF":3.1,"publicationDate":"2024-09-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2589915524000154/pdfft?md5=a863cf9a0b87f3655a76e2ff3d7113af&pid=1-s2.0-S2589915524000154-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142230736","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Characterization of the urban heat Island effect from remotely sensed data based on a hierarchical model 基于层次模型的遥感数据城市热岛效应特征描述
IF 3.1 Q2 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2024-09-01 DOI: 10.1016/j.hydroa.2024.100184
Lucas Ford , Dingbao Wang , Mukesh Kumar , A. Sankarasubramanian

This study attempts to statistically characterize the Urban Heat Island Intensity (UHII) (ΔT) for 55 cities under three climate regimes – arid, snow and temperate – across the US. The study uses remotely sensed data products, daily temperature from MODIS and daily evapotranspiration from SSEBop model, to calculate the urban–rural difference in daily-mean temperature and daily-mean evapotranspiration (ΔT and ΔET respectively) for the selected cities. By developing a hierarchical model that explains UHII using temporally-varying ΔET and spatially-varying urban morphometric characteristics (total urban area and percentage impervious area) available for each city, we find that 89% of the spatio-temporal variability in annual ΔT can be explained. The relationship between ΔT and ΔET is found to be negative indicating increased difference in daily means of ET (ΔET) result in increased difference in daily means of temperature (ΔT) between urban and rural paracels The variation of ΔT per unit ΔET is found to be highest in arid and snowy environments and smallest in temperate environments in the south-southeast US. The relation between ΔT and ΔET is negative for most cities, except Madison (WI) and Sacramento (CA), across the US. Both the selected urban morphometric properties are found to be statistically significant in explaining the spatial variability in UHII, but the difference in urban–rural difference in evapotranspiration is the primary driver for UHII.

本研究试图从统计学角度描述美国 55 个城市在干旱、冰雪和温带三种气候条件下的城市热岛强度 (UHII) (ΔT)。该研究利用遥感数据产品,即 MODIS 的日气温和 SSEBop 模型的日蒸散量,计算所选城市的日平均气温和日平均蒸散量的城乡差异(分别为 ΔT 和 ΔET)。通过建立一个分层模型,利用每个城市随时间变化的 ΔET 和随空间变化的城市形态特征(城市总面积和不透水面积百分比)来解释 UHII,我们发现 89% 的年ΔT 时空变化可以得到解释。单位 ΔET 的 ΔT 变化在美国东南部的干旱和多雪环境中最大,在温带环境中最小。除麦迪逊(威斯康星州)和萨克拉门托(加利福尼亚州)外,全美大多数城市的 ΔT 与 ΔET 呈负相关。在解释 UHII 的空间变异性方面,所选的两种城市形态属性都具有统计学意义,但蒸散量的城乡差异是 UHII 的主要驱动因素。
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引用次数: 0
Optimizing sensor location for the parsimonious design of flood early warning systems 优化传感器位置,合理设计洪水预警系统
IF 3.1 Q2 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2024-08-01 DOI: 10.1016/j.hydroa.2024.100182
Salvatore Grimaldi , Francesco Cappelli , Simon Michael Papalexiou , Andrea Petroselli , Fernando Nardi , Antonio Annis , Rodolfo Piscopia , Flavia Tauro , Ciro Apollonio

Flood early warning systems (FEWS) are effective means for saving human lives from the devastating impacts of extreme hydrological events. FEWS relies on hydrologic monitoring networks that are typically expensive and challenging to design. This issue is particularly relevant when identifying the most cost-efficient number, type, and positioning of the sensors for FEWS that may be used to take decisions and alert the population at flood risk.

In this study, we focus on a widely recognized FEWS solution to analyze hydrological monitoring and forecasting performances expressed as discharge in various cross-sections of a drainage network. We propose and test a novel framework that aims to maximize FEWS performances while minimizing the number of sections that need instrumentation and suggesting optimal sensor placement to enhance forecasting accuracy. In the selected case study, we demonstrate through feature importance measure that only four sub-basins can achieve the same forecasting performance as the potential twenty-six cross-sections of the local hydrologic monitoring network. The operational dashboard resulting from our proposed framework can assist decision-makers in maximizing the performance and wider adoption of flood early warning systems across geographic and socio-economic scales.

洪水预警系统(FEWS)是拯救人类生命免受极端水文事件破坏性影响的有效手段。洪水预警系统依赖于水文监测网络,而水文监测网络通常成本高昂,设计难度大。在本研究中,我们将重点放在一个广受认可的 FEWS 解决方案上,分析水文监测和预报性能(以排水管网不同断面的排水量表示)。我们提出并测试了一个新颖的框架,该框架旨在最大限度地提高 FEWS 性能,同时最大限度地减少需要安装仪器的断面数量,并建议采用最佳传感器位置来提高预报精度。在选定的案例研究中,我们通过特征重要性测量证明,只有四个子流域才能达到与当地水文监测网络潜在的 26 个断面相同的预报性能。我们提出的框架所产生的操作仪表板可帮助决策者最大限度地提高洪水预警系统的性能,并在不同地理和社会经济范围内更广泛地采用该系统。
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引用次数: 0
The role of regional water vapor dynamics in creating precipitation extremes 区域水汽动力学在产生极端降水方面的作用
IF 3.1 Q2 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2024-07-05 DOI: 10.1016/j.hydroa.2024.100181
Seokhyeon Kim , Conrad Wasko , Ashish Sharma , Rory Nathan

While sub-daily precipitation extremes cause flash flooding and pose risk to life, longer precipitation extremes threaten infrastructure such as water supply dams. Frequent storm or floods events replenish water supplies, ensuring the health of our ecosystems, while rarer larger storms or floods cause damage to property and life. These differing impacts depend on both storm rarity and duration and are largely dependent on coincident atmospheric water vapour. Using a novel metric that quantifies the extent of concurrency that exists between precipitation and total water vapour extremes, large regional variations are identified across the globe. Tropical regions such as Northeast Africa and South/East Asia consistently exhibit greater concurrency across all precipitation durations. In contrast, areas of the extra-tropics, such as the Mediterranean and Northwest Americas, show a rapid decline in concurrency with increasing duration. However, for rare events of long duration, non-tropical regions maintain high concurrency. With the link between climate change and increasing total water vapour well established, these results suggest that flood events will increase globally, with increases most apparent for longer and rarer events. This work underscores the need for tailored regional strategies in managing extreme precipitation and flood events in the future.

次日极端降水会导致山洪暴发并带来生命危险,而较长时间的极端降水则会威胁到供水大坝等基础设施。频繁的暴雨或洪水事件可补充水源,确保生态系统的健康,而较罕见的较大暴雨或洪水则会造成财产和生命损失。这些不同的影响取决于风暴的罕见程度和持续时间,并在很大程度上取决于同时出现的大气水蒸气。通过量化降水量和总水蒸气极端值之间并发程度的新指标,可以发现全球范围内存在巨大的区域差异。非洲东北部和南亚/东亚等热带地区在所有降水持续时间内始终表现出更大的并发性。与此相反,地中海和美洲西北部等热带以外地区,随着降水持续时间的增加,并发性迅速下降。然而,对于持续时间较长的罕见事件,非热带地区仍保持较高的并发性。气候变化与水蒸气总量增加之间的联系已经得到证实,这些结果表明,全球洪水事件将会增加,其中持续时间较长和较罕见的洪水事件的增加最为明显。这项研究强调,在未来管理极端降水和洪水事件时,需要制定有针对性的区域战略。
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引用次数: 0
Use of Doppler velocity radars to monitor and predict debris and flood wave velocities and travel times in post-wildfire basins 利用多普勒速度雷达监测和预测野火后流域的泥石流和洪水波速度及行进时间
IF 3.1 Q2 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2024-06-25 DOI: 10.1016/j.hydroa.2024.100180
John W. Fulton , Nick G. Hall , Laura A. Hempel , J.J. Gourley , Mark F. Henneberg , Michael S. Kohn , William Famer , William H. Asquith , Daniel Wasielewski , Andrew S. Stecklein , Amanullah Mommandi , Aziz Khan
<div><p>The magnitude and timing of extreme events such as debris and floodflows (collectively referred to as floodflows) in post-wildfire basins are difficult to measure and are even more difficult to predict. To address this challenge, a sensor ensemble consisting of noncontact, ground-based (near-field), Doppler velocity (velocity) and pulsed (stage or gage height) radars, rain gages, and a redundant radio communication network was leveraged to monitor flood wave velocities, to validate travel times, and to compliment observations from NEXRAD weather radar. The sensor ensemble (DEbris and Floodflow Early warNing System, DEFENS) was deployed in Waldo Canyon, Pike National Forest, Colorado, USA, which was burned entirely (100 percent burned) by the Waldo Canyon fire during the summer of 2012 (<span>MTBS, 2020</span>).</p><p>Surface velocity, stage, and precipitation time series collected during the DEFENS deployment on 10 August 2015 were used to monitor and predict flood wave velocities and travel times as a function of stream discharge (discharge; streamflow). The 10 August 2015 event exhibited spatial and temporal variations in rainfall intensity and duration that resulted in a discharge equal to 5.01 cubic meters per second (m<sup>3</sup>/s). Discharge was estimated post-event using a slope-conveyance indirect discharge method and was verified using velocity radars and the probability concept algorithm. Mean flood wave velocities – represented by the kinematic celerity <span><math><mfenced><mrow><msub><mi>c</mi><mi>k</mi></msub><mo>=</mo><mn>2.619</mn><mspace></mspace><mi>m</mi><mi>e</mi><mi>t</mi><mi>e</mi><mi>r</mi><mi>s</mi><mspace></mspace><mi>p</mi><mi>e</mi><mi>r</mi><mspace></mspace><mi>s</mi><mi>e</mi><mi>c</mi><mi>o</mi><mi>n</mi><mi>d</mi><mo>,</mo><mspace></mspace><mi>m</mi><mo>/</mo><mi>s</mi><mo>±</mo><mn>0.556</mn><mspace></mspace><mi>p</mi><mi>e</mi><mi>r</mi><mi>c</mi><mi>e</mi><mi>n</mi><mi>t</mi></mrow></mfenced></math></span> and dynamic celerity <span><math><mfenced><mrow><msub><mi>c</mi><mi>d</mi></msub><mo>=</mo><mn>3.533</mn><mspace></mspace><mi>m</mi><mo>/</mo><mi>s</mi><mo>±</mo><mn>0.181</mn><mspace></mspace><mi>p</mi><mi>e</mi><mi>r</mi><mi>c</mi><mi>e</mi><mi>n</mi><mi>t</mi></mrow></mfenced><mi>a</mi><mi>n</mi><mi>d</mi><mspace></mspace><mi>t</mi><mi>h</mi><mi>e</mi><mi>i</mi><mi>r</mi><mspace></mspace><mi>u</mi><mi>n</mi><mi>c</mi><mi>e</mi><mi>r</mi><mi>t</mi><mi>a</mi><mi>i</mi><mi>n</mi><mi>t</mi><mi>i</mi><mi>e</mi><mi>s</mi></math></span> were computed. L-moments were computed to establish probability density functions (PDFs) and associated statistics for each of the at-a-section hydraulic parameters to serve as a workflow for implementing alert networks in hydrologically similar basins that lack data.</p><p>Measured flood wave velocities and travel times agreed well with predicted values. Absolute percent differences between predicted and measured flood wave velocities ranged from 1.6 percent to 49 percent
野火后流域的泥石流和洪峰流量(统称为洪峰流量)等极端事件的规模和时间很难测量,更难预测。为了应对这一挑战,我们利用了由非接触式、地基(近场)、多普勒速度(流速)和脉冲(阶段或水位计高度)雷达、雨量计和冗余无线电通信网络组成的传感器组合来监测洪波速度、验证传播时间并补充 NEXRAD 气象雷达的观测结果。传感器组合(DEBRIS 和洪流早期预警系统,DEFENS)部署在美国科罗拉多州派克国家森林公园的瓦尔多峡谷,该峡谷在 2012 年夏季被瓦尔多峡谷大火完全烧毁(100% 烧毁)(MTBS,2020 年)。在 2015 年 8 月 10 日部署 DEFENS 期间收集的地表速度、阶段和降水时间序列被用于监测和预测洪波速度和行进时间与溪流排水量(排水量;溪流流量)的函数关系。2015 年 8 月 10 日的事件在降雨强度和持续时间方面表现出空间和时间变化,导致每秒 5.01 立方米(m3/s)的排水量。事件发生后,使用斜坡输送间接排水法估算了排水量,并使用速度雷达和概率概念算法进行了验证。计算了平均洪波速度--以运动流速 ck=2.619 米/秒(米/秒)±0.556% 和动力流速 cd=3.533 米/秒(米/秒)±0.181% 表示--及其不确定性。通过计算 L 矩,建立了每个断面水力参数的概率密度函数 (PDF) 和相关统计量,作为在缺乏数据的类似水文流域实施预警网络的工作流程。预测洪波速度和测量洪波速度之间的绝对百分比差异从 1.6% 到 49% 不等,并随水流坡度、水力半径和深度的变化而变化。对于与上沃尔多和中沃尔多雷达测流仪相关的陡坡和宽泛的洪泛平原,运动时速是更好的预测指标;而对于浅坡和切入河道(如下沃尔多雷达测流仪),动态时速是更好的替代指标、(1) 利用多个系统(即气象雷达、近场速度和水位雷达以及雨量计)准确及时地发出泥石流和洪水警报;(2) 建立操作顺序,以选址、安装和操作近场雷达和传统雨量计,从而记录洪水流量、预报行程时间,并记录该流域以及缺乏数据的类似水文流域的地貌变化;(3) 与科罗拉多州交通部工程人员、国家气象局预报员和应急管理人员在操作上沟通数据。
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To address this challenge, a sensor ensemble consisting of noncontact, ground-based (near-field), Doppler velocity (velocity) and pulsed (stage or gage height) radars, rain gages, and a redundant radio communication network was leveraged to monitor flood wave velocities, to validate travel times, and to compliment observations from NEXRAD weather radar. The sensor ensemble (DEbris and Floodflow Early warNing System, DEFENS) was deployed in Waldo Canyon, Pike National Forest, Colorado, USA, which was burned entirely (100 percent burned) by the Waldo Canyon fire during the summer of 2012 (&lt;span&gt;MTBS, 2020&lt;/span&gt;).&lt;/p&gt;&lt;p&gt;Surface velocity, stage, and precipitation time series collected during the DEFENS deployment on 10 August 2015 were used to monitor and predict flood wave velocities and travel times as a function of stream discharge (discharge; streamflow). The 10 August 2015 event exhibited spatial and temporal variations in rainfall intensity and duration that resulted in a discharge equal to 5.01 cubic meters per second (m&lt;sup&gt;3&lt;/sup&gt;/s). Discharge was estimated post-event using a slope-conveyance indirect discharge method and was verified using velocity radars and the probability concept algorithm. Mean flood wave velocities – represented by the kinematic celerity &lt;span&gt;&lt;math&gt;&lt;mfenced&gt;&lt;mrow&gt;&lt;msub&gt;&lt;mi&gt;c&lt;/mi&gt;&lt;mi&gt;k&lt;/mi&gt;&lt;/msub&gt;&lt;mo&gt;=&lt;/mo&gt;&lt;mn&gt;2.619&lt;/mn&gt;&lt;mspace&gt;&lt;/mspace&gt;&lt;mi&gt;m&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;mi&gt;t&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;mi&gt;r&lt;/mi&gt;&lt;mi&gt;s&lt;/mi&gt;&lt;mspace&gt;&lt;/mspace&gt;&lt;mi&gt;p&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;mi&gt;r&lt;/mi&gt;&lt;mspace&gt;&lt;/mspace&gt;&lt;mi&gt;s&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;mi&gt;c&lt;/mi&gt;&lt;mi&gt;o&lt;/mi&gt;&lt;mi&gt;n&lt;/mi&gt;&lt;mi&gt;d&lt;/mi&gt;&lt;mo&gt;,&lt;/mo&gt;&lt;mspace&gt;&lt;/mspace&gt;&lt;mi&gt;m&lt;/mi&gt;&lt;mo&gt;/&lt;/mo&gt;&lt;mi&gt;s&lt;/mi&gt;&lt;mo&gt;±&lt;/mo&gt;&lt;mn&gt;0.556&lt;/mn&gt;&lt;mspace&gt;&lt;/mspace&gt;&lt;mi&gt;p&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;mi&gt;r&lt;/mi&gt;&lt;mi&gt;c&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;mi&gt;n&lt;/mi&gt;&lt;mi&gt;t&lt;/mi&gt;&lt;/mrow&gt;&lt;/mfenced&gt;&lt;/math&gt;&lt;/span&gt; and dynamic celerity &lt;span&gt;&lt;math&gt;&lt;mfenced&gt;&lt;mrow&gt;&lt;msub&gt;&lt;mi&gt;c&lt;/mi&gt;&lt;mi&gt;d&lt;/mi&gt;&lt;/msub&gt;&lt;mo&gt;=&lt;/mo&gt;&lt;mn&gt;3.533&lt;/mn&gt;&lt;mspace&gt;&lt;/mspace&gt;&lt;mi&gt;m&lt;/mi&gt;&lt;mo&gt;/&lt;/mo&gt;&lt;mi&gt;s&lt;/mi&gt;&lt;mo&gt;±&lt;/mo&gt;&lt;mn&gt;0.181&lt;/mn&gt;&lt;mspace&gt;&lt;/mspace&gt;&lt;mi&gt;p&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;mi&gt;r&lt;/mi&gt;&lt;mi&gt;c&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;mi&gt;n&lt;/mi&gt;&lt;mi&gt;t&lt;/mi&gt;&lt;/mrow&gt;&lt;/mfenced&gt;&lt;mi&gt;a&lt;/mi&gt;&lt;mi&gt;n&lt;/mi&gt;&lt;mi&gt;d&lt;/mi&gt;&lt;mspace&gt;&lt;/mspace&gt;&lt;mi&gt;t&lt;/mi&gt;&lt;mi&gt;h&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;mi&gt;i&lt;/mi&gt;&lt;mi&gt;r&lt;/mi&gt;&lt;mspace&gt;&lt;/mspace&gt;&lt;mi&gt;u&lt;/mi&gt;&lt;mi&gt;n&lt;/mi&gt;&lt;mi&gt;c&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;mi&gt;r&lt;/mi&gt;&lt;mi&gt;t&lt;/mi&gt;&lt;mi&gt;a&lt;/mi&gt;&lt;mi&gt;i&lt;/mi&gt;&lt;mi&gt;n&lt;/mi&gt;&lt;mi&gt;t&lt;/mi&gt;&lt;mi&gt;i&lt;/mi&gt;&lt;mi&gt;e&lt;/mi&gt;&lt;mi&gt;s&lt;/mi&gt;&lt;/math&gt;&lt;/span&gt; were computed. L-moments were computed to establish probability density functions (PDFs) and associated statistics for each of the at-a-section hydraulic parameters to serve as a workflow for implementing alert networks in hydrologically similar basins that lack data.&lt;/p&gt;&lt;p&gt;Measured flood wave velocities and travel times agreed well with predicted values. 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引用次数: 0
Revisiting the Thornthwaite Mather procedure for baseflow and groundwater storage predictions in sloping and mountainous regions 重新审视用于坡地和山区基流和地下水储存预测的 Thornthwaite Mather 程序
IF 4 Q2 GEOSCIENCES, MULTIDISCIPLINARY Pub Date : 2024-04-26 DOI: 10.1016/j.hydroa.2024.100179
Feleke K. Sishu , Seifu A. Tilahun , Petra Schmitter , Tammo S. Steenhuis

Hillslope aquifers regulate streamflow and are a critical potable and irrigation water source, especially in developing countries. Knowing recharge and baseflow is essential for managing these aquifers. Methods using available data to calculate recharge and baseflow from aquifers are not valid for uplands. This paper adapts the Thornthwaite and Mather (T-M) procedure from plains to sloping and mountainous regions by replacing the linear reservoir with a zero-order aquifer. The revised T-M procedure was tested over four years in two contrasting watersheds in the humid Ethiopian highlands: the 57 km2 Dangishta with a perennial stream and the nine km2 Robit Bata, where the flow ceased four months after the end of the rain phase. The monthly average groundwater tables were predicted with an accuracy ranging from satisfactory to good for both watersheds. Baseflow predictions were “very good” after considering the evaporation from shallow groundwater in the valley bottom during the dry phase in Dangishta. We conclude that the T-M procedure is ideally suited for calculating recharge, baseflow and groundwater storage in upland regions with sparse hydrological data since the procedure uses as input only rainfall and potential evaporation data that are readily available together with an estimate of the aquifer travel time.

山坡含水层可以调节溪流,是重要的饮用水和灌溉水源,在发展中国家尤其如此。了解补给量和基流对管理这些含水层至关重要。利用现有数据计算含水层补给量和基流的方法不适用于高地。本文将索恩斯韦特和马瑟(Thornthwaite and Mather,T-M)程序从平原地区调整到坡地和山区,用零阶含水层取代线性水库。修订后的 T-M 程序在埃塞俄比亚高原潮湿地区两个截然不同的流域进行了为期四年的测试:面积为 57 平方公里的 Dangishta 流域和面积为 9 平方公里的 Robit Bata 流域,前者有一条常年溪流,后者在雨期结束四个月后水流停止。这两个流域的月平均地下水位预测精度从令人满意到良好不等。考虑到 Dangishta 旱期谷底浅层地下水的蒸发,基流预测结果 "非常好"。我们的结论是,T-M 程序非常适合计算水文数据稀少的高地地区的补给、基流和地下水储量,因为该程序仅使用现成的降雨量和潜在蒸发量数据以及含水层移动时间的估计值作为输入。
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引用次数: 0
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Journal of Hydrology X
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