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Water resources management
Kluwer Academic Publishers
Water resources management

Kluwer Academic Publishers

0920-4741

Water resources management/Journal Water resources managementSCIISTP
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    Survey of Wildfire Effects on the Peak Flow Characteristics

    Farshad Jalili PiraniPaulin Coulibaly
    2943-2969页
    查看更多>>摘要:Abstract Peak flow characteristics, including magnitude, duration, frequency, time to peak, and timing shift, undergo significant changes following wildfire disturbances. This study synthesizes findings from a diverse range of recent research, encompassing varied physiographic, climatic, and wildfire conditions, as well as applied methodologies to quantify and analyze the relationships between these factors and changes in post-fire peak flow attributes. The review reveals consistent evidence of post-fire alterations in peak flow, with the majority of studies reporting an increase in peak flow magnitude (ranging from less than 1% to over 200 times (~ 20,000%) relative to pre-fire magnitudes). Additionally, peaks occurring 1 to 50 days earlier and a 10–50% decrease in time to peak compared to the pre-fire period were observed in the literature. However, duration and frequency characteristics were often not analyzed in the reviewed studies. The methodologies employed include statistical approaches (descriptive and predictive) and physically based hydrological modeling, each with distinct advantages and limitations. Selecting the most appropriate methodology to quantify wildfire effects on peak flow characteristics depends on the specifics of the case study and data availability. However, according to the results of the reviewed studies, hydrological modeling using the Before-After-Control-Impact (BACI) approach appears to yield more reliable results than statistical models for such evaluations. Furthermore, in the case of utilizing statistical models, considering precipitation intensity, burn severity, slope, watershed size, and the percentage of burned areas is recommended as these are the most influential variables. Moreover, the results indicated that greater changes (mainly increases in post-fire peak flow magnitude) occur in basins with extremely steep slopes (> 30%), small areas (< 10,000 ha), and grassland/shrubland vegetation cover that experience high-severity wildfires. Several gaps were identified in the current body of research. For instance, hydrological models often treat post-fire parameters as static, ignoring potential spatial and temporal variability. Similarly, statistical models typically rely on linear algorithms, despite evidence suggesting that wildfire-hydrology interactions may be non-linear. Another critical gap is the lack of guidance on integrating post-fire increases in hydrological extremes into flood frequency analysis (FFA). Addressing these gaps is essential for advancing land management practices and enhancing resilience against the growing impacts of wildfires on hydrological systems.

    Survey of Wildfire Effects on the Peak Flow Characteristics

    Farshad Jalili PiraniPaulin Coulibaly
    2943-2969页
    查看更多>>摘要:Abstract Peak flow characteristics, including magnitude, duration, frequency, time to peak, and timing shift, undergo significant changes following wildfire disturbances. This study synthesizes findings from a diverse range of recent research, encompassing varied physiographic, climatic, and wildfire conditions, as well as applied methodologies to quantify and analyze the relationships between these factors and changes in post-fire peak flow attributes. The review reveals consistent evidence of post-fire alterations in peak flow, with the majority of studies reporting an increase in peak flow magnitude (ranging from less than 1% to over 200 times (~ 20,000%) relative to pre-fire magnitudes). Additionally, peaks occurring 1 to 50 days earlier and a 10–50% decrease in time to peak compared to the pre-fire period were observed in the literature. However, duration and frequency characteristics were often not analyzed in the reviewed studies. The methodologies employed include statistical approaches (descriptive and predictive) and physically based hydrological modeling, each with distinct advantages and limitations. Selecting the most appropriate methodology to quantify wildfire effects on peak flow characteristics depends on the specifics of the case study and data availability. However, according to the results of the reviewed studies, hydrological modeling using the Before-After-Control-Impact (BACI) approach appears to yield more reliable results than statistical models for such evaluations. Furthermore, in the case of utilizing statistical models, considering precipitation intensity, burn severity, slope, watershed size, and the percentage of burned areas is recommended as these are the most influential variables. Moreover, the results indicated that greater changes (mainly increases in post-fire peak flow magnitude) occur in basins with extremely steep slopes (> 30%), small areas (< 10,000 ha), and grassland/shrubland vegetation cover that experience high-severity wildfires. Several gaps were identified in the current body of research. For instance, hydrological models often treat post-fire parameters as static, ignoring potential spatial and temporal variability. Similarly, statistical models typically rely on linear algorithms, despite evidence suggesting that wildfire-hydrology interactions may be non-linear. Another critical gap is the lack of guidance on integrating post-fire increases in hydrological extremes into flood frequency analysis (FFA). Addressing these gaps is essential for advancing land management practices and enhancing resilience against the growing impacts of wildfires on hydrological systems.

    Deciphering the Sustainable Stormwater Management Strategies for Urban Areas: a Review

    Shivani YadavSaurav AmbasthaHarsh PipilAnil Kumar Haritash...
    2971-2991页
    查看更多>>摘要:Abstract The imperative concern of water scarcity has prompted the exploration of different strategies to meet the escalating demands of the growing population. The constrained accessibility to freshwater, vital for both potable and non-potable usage, has intensified the pressure on the existing water resources. The deteriorating quality of the available freshwater poses a significant threat contributing to adverse health effects on the environment and living beings. Notably, a substantial volume of rainwater reaches the Earth’s surface as wet precipitation, and its interception before natural drainage along the terrain holds potential for reuse. The current study entails the different techniques such as gross pollutant traps, bioswales, and raingardens that can effectively mitigate the stormwater runoff impurities, encompassing organic matter (BOD), floating debris (leaves, paper, plastic), dissolved pollutants (nutrients like N and P, heavy metals, hydrocarbons) and suspended particles (sand, silt). The treatment systems not only contribute towards the preservation and treatment of stormwater runoff but also yield ancillary benefits, including better air quality, carbon sequestration, improved urban aesthetics, and a healthier ecology. The ensuing discussion in this paper delves into the nuanced management and treatment of stormwater runoff in urban areas of developing nations through the application of different techniques.Graphical Abstract

    Deciphering the Sustainable Stormwater Management Strategies for Urban Areas: a Review

    Shivani YadavSaurav AmbasthaHarsh PipilAnil Kumar Haritash...
    2971-2991页
    查看更多>>摘要:Abstract The imperative concern of water scarcity has prompted the exploration of different strategies to meet the escalating demands of the growing population. The constrained accessibility to freshwater, vital for both potable and non-potable usage, has intensified the pressure on the existing water resources. The deteriorating quality of the available freshwater poses a significant threat contributing to adverse health effects on the environment and living beings. Notably, a substantial volume of rainwater reaches the Earth’s surface as wet precipitation, and its interception before natural drainage along the terrain holds potential for reuse. The current study entails the different techniques such as gross pollutant traps, bioswales, and raingardens that can effectively mitigate the stormwater runoff impurities, encompassing organic matter (BOD), floating debris (leaves, paper, plastic), dissolved pollutants (nutrients like N and P, heavy metals, hydrocarbons) and suspended particles (sand, silt). The treatment systems not only contribute towards the preservation and treatment of stormwater runoff but also yield ancillary benefits, including better air quality, carbon sequestration, improved urban aesthetics, and a healthier ecology. The ensuing discussion in this paper delves into the nuanced management and treatment of stormwater runoff in urban areas of developing nations through the application of different techniques.Graphical Abstract

    The Layout Optimization of low-impact Development Facilities is Based on a Multi-Objective Genetic Algorithm and the SWMM Model

    Xiaoyue WangWenzhuo SunYumeng LanXiaoyu Ge...
    2993-3014页
    查看更多>>摘要:Abstract The intensifying impermeability caused by urbanization has led to frequent global flood disasters. In order to mitigate the impact, low-impact development (LID) technology is employed to maintain urban underlays closer to their pre-development state through distributed rainwater control. However, the layout of LID often requires consideration of multiple factors. Against this backdrop, this paper introduces a scenario simulation approach utilizing hydrological models in conjunction with the Non-dominated Sorting Genetic Algorithm II (NSGA-II) to optimize the types and scales of LID facilities. .Regarding the trade-offs between multiple objectives and facility configurations, the NSGA-II algorithm effectively handles multi-objective optimization problems by automatically balancing conflicts among objectives, thereby avoiding the subjectivity and limitations of manual layout schemes. Aiming to maximize runoff control capacity, minimize lifecycle costs, and achieve the greatest comprehensive benefits, we explore optimal layout strategies for LID facilities An empirical analysis was conducted on the green space of Binhu East Road in Qian’an City, Hebei Province, China, with evaluations performed within the Pareto optimal solution set (a set of solutions that perform well across multiple objectives).The contributions of LID facilities to optimal scenarios in terms of runoff control capacity, lifecycle costs, and comprehensive benefits were quantified. The results indicate that under different rainfall recurrence intervals, the model is able to identify optimal solution sets across varying preference levels for each objective, enabling decision-makers to select suitable layout schemes based on their preferences. This study translates complex multi-objective problems into specific practices of LID facility layout optimization, focusing on runoff control and cost optimization while integrating multi-dimensional benefit assessments encompassing environmental, environmental, and social aspects. Through the coupling of hydrological models and algorithms, it achieves automatic optimization and evaluation of LID facility layout schemes, providing scientific basis and diverse options for the construction of sponge cities.

    The Layout Optimization of low-impact Development Facilities is Based on a Multi-Objective Genetic Algorithm and the SWMM Model

    Xiaoyue WangWenzhuo SunYumeng LanXiaoyu Ge...
    2993-3014页
    查看更多>>摘要:Abstract The intensifying impermeability caused by urbanization has led to frequent global flood disasters. In order to mitigate the impact, low-impact development (LID) technology is employed to maintain urban underlays closer to their pre-development state through distributed rainwater control. However, the layout of LID often requires consideration of multiple factors. Against this backdrop, this paper introduces a scenario simulation approach utilizing hydrological models in conjunction with the Non-dominated Sorting Genetic Algorithm II (NSGA-II) to optimize the types and scales of LID facilities. .Regarding the trade-offs between multiple objectives and facility configurations, the NSGA-II algorithm effectively handles multi-objective optimization problems by automatically balancing conflicts among objectives, thereby avoiding the subjectivity and limitations of manual layout schemes. Aiming to maximize runoff control capacity, minimize lifecycle costs, and achieve the greatest comprehensive benefits, we explore optimal layout strategies for LID facilities An empirical analysis was conducted on the green space of Binhu East Road in Qian’an City, Hebei Province, China, with evaluations performed within the Pareto optimal solution set (a set of solutions that perform well across multiple objectives).The contributions of LID facilities to optimal scenarios in terms of runoff control capacity, lifecycle costs, and comprehensive benefits were quantified. The results indicate that under different rainfall recurrence intervals, the model is able to identify optimal solution sets across varying preference levels for each objective, enabling decision-makers to select suitable layout schemes based on their preferences. This study translates complex multi-objective problems into specific practices of LID facility layout optimization, focusing on runoff control and cost optimization while integrating multi-dimensional benefit assessments encompassing environmental, environmental, and social aspects. Through the coupling of hydrological models and algorithms, it achieves automatic optimization and evaluation of LID facility layout schemes, providing scientific basis and diverse options for the construction of sponge cities.

    Water Quality Prediction Method Coupling Mechanism Model and Machine Learning for Water Diversion Projects with a Lack of Data

    Xiaochen YangKai LiuXiaobo LiuFei Dong...
    3015-3030页
    查看更多>>摘要:Abstract Newly constructed water diversion projects and projects with inadequate monitoring facilities often lack water quality data, making it difficult to achieve accurate water quality predictions. Mechanism model and machine learning each have their own advantages and shortcomings in terms of water quality predictions, and coupling these two models may improve results; this is also a hot research topic. This study focuses on the water quality prediction task for water diversion projects that lack monitoring data. Using the Xihe and Zhaohe River section of the Yangtze–to–Huaihe Water Diversion Project, which is a typical water diversion project in China, as the study area, we have constructed a mechanism water quality prediction model (MIKE11) and a machine learning support vector regression model (SVR), then proposed a coupled mechanism model–machine learning water quality prediction model to explore the impacts of different input features on the model’s performance. The coupled model is also adopted to predict the water quality variation process under typical water diversion scenarios of the Yangtze–to–Huaihe Water Diversion Project. The study shows that the coupled model with both the flow rate and water quality as input features have an average relative error of 0.03% and 0.21% in predicting COD and NH3-N concentrations, respectively, and the prediction performance of it is good. It successfully overcomes the problem of poor prediction performance faced by the SVR model when there are insufficient sample data, and it can be used to predict water quality for water diversion projects that lack monitoring data. This paper proposes a new method to predict water quality for water diversion projects that lack monitoring data, expanding the applicability of machine learning in this field, providing a theoretical basis for water diversion project-related water quality prediction.

    Water Quality Prediction Method Coupling Mechanism Model and Machine Learning for Water Diversion Projects with a Lack of Data

    Xiaochen YangKai LiuXiaobo LiuFei Dong...
    3015-3030页
    查看更多>>摘要:Abstract Newly constructed water diversion projects and projects with inadequate monitoring facilities often lack water quality data, making it difficult to achieve accurate water quality predictions. Mechanism model and machine learning each have their own advantages and shortcomings in terms of water quality predictions, and coupling these two models may improve results; this is also a hot research topic. This study focuses on the water quality prediction task for water diversion projects that lack monitoring data. Using the Xihe and Zhaohe River section of the Yangtze–to–Huaihe Water Diversion Project, which is a typical water diversion project in China, as the study area, we have constructed a mechanism water quality prediction model (MIKE11) and a machine learning support vector regression model (SVR), then proposed a coupled mechanism model–machine learning water quality prediction model to explore the impacts of different input features on the model’s performance. The coupled model is also adopted to predict the water quality variation process under typical water diversion scenarios of the Yangtze–to–Huaihe Water Diversion Project. The study shows that the coupled model with both the flow rate and water quality as input features have an average relative error of 0.03% and 0.21% in predicting COD and NH3-N concentrations, respectively, and the prediction performance of it is good. It successfully overcomes the problem of poor prediction performance faced by the SVR model when there are insufficient sample data, and it can be used to predict water quality for water diversion projects that lack monitoring data. This paper proposes a new method to predict water quality for water diversion projects that lack monitoring data, expanding the applicability of machine learning in this field, providing a theoretical basis for water diversion project-related water quality prediction.

    Influence of Geomorphological Parameters on Flash Flood Susceptibility Analyzed using a Coupled Approach of HEC-HMS Model and Logistic Regression

    Zhenyue HanFawen LiChengshuai LiuXueli Zhang...
    3031-3051页
    查看更多>>摘要:Abstract Flash floods pose significant challenges to the stable development of human society, highlighting the need for effective assessment and management of flash flood susceptibility (FFS). This research aims to explore the influence of geomorphological features on FFS using sub-basins as evaluation units, which provide scientific support for accurate flash flood early warning based on disaster monitoring and planning. Firstly, the Dali River Basin was chosen as the study area to simulate the flood processes under different rainfall scenarios using the HEC-HMS hydrological model. Then, the results of the flash flood occurrence under a 40mm-1h rainfall scenario were used to analyze the correlation between basin geomorphological characteristics and FFS, employing only-one-variable Logistic Regression (LR). Additionally, the Least Absolute Shrinkage Selection Operator (LASSO) was employed to select the relevant basin parameters. Subsequently, an FFS assessment model based on selected parameters was developed using LR. This study revealed a significant correlation between the basin shape and the drainage network with FFS, indicating that basins with an equidimensional shape and a well-developed drainage network are more prone to flash floods. The FFS assessment model constructed using geomorphological parameters achieved an Area Under the Curve (AUC) of 0.917 in the Dali River Basin, which can be effectively utilized for assessing FFS in the Dali River and other hydrologically similar basins.Graphical Abstract

    Influence of Geomorphological Parameters on Flash Flood Susceptibility Analyzed using a Coupled Approach of HEC-HMS Model and Logistic Regression

    Zhenyue HanFawen LiChengshuai LiuXueli Zhang...
    3031-3051页
    查看更多>>摘要:Abstract Flash floods pose significant challenges to the stable development of human society, highlighting the need for effective assessment and management of flash flood susceptibility (FFS). This research aims to explore the influence of geomorphological features on FFS using sub-basins as evaluation units, which provide scientific support for accurate flash flood early warning based on disaster monitoring and planning. Firstly, the Dali River Basin was chosen as the study area to simulate the flood processes under different rainfall scenarios using the HEC-HMS hydrological model. Then, the results of the flash flood occurrence under a 40mm-1h rainfall scenario were used to analyze the correlation between basin geomorphological characteristics and FFS, employing only-one-variable Logistic Regression (LR). Additionally, the Least Absolute Shrinkage Selection Operator (LASSO) was employed to select the relevant basin parameters. Subsequently, an FFS assessment model based on selected parameters was developed using LR. This study revealed a significant correlation between the basin shape and the drainage network with FFS, indicating that basins with an equidimensional shape and a well-developed drainage network are more prone to flash floods. The FFS assessment model constructed using geomorphological parameters achieved an Area Under the Curve (AUC) of 0.917 in the Dali River Basin, which can be effectively utilized for assessing FFS in the Dali River and other hydrologically similar basins.Graphical Abstract