Spatiotemporal Analysis of Extreme Hydrological Events
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Spatio-temporal Analysis of Extreme Hydrological Events offers an extensive view of the experiences and applications of the latest developments and methodologies for analyzing and understanding extreme environmental and hydrological events. The book addresses the topic using spatio-temporal methods, such as space-time geostatistics, machine learning, statistical theory, hydrological modelling, neural network and evolutionary algorithms. This important resource for both hydrologists and statisticians interested in the framework of spatial and temporal analysis of hydrological events will provide users with an enhanced understanding of the relationship between magnitude, dynamics and the probability of extreme hydrological events.
- Presents spatio-temporal processes, including multivariate dynamic modelling
- Provides varying methodological approaches, giving the readers multiple hydrological modelling information to use in their work
- Includes a variety of case studies making the context of the book relatable to everyday working situations
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Spatiotemporal Analysis of Extreme Hydrological Events - Gerald Corzo
Spatiotemporal Analysis of Extreme Hydrological Events
Editors
Dr Ir. Gerald Corzo
Senior Researcher, Chair Group of Hydroinformatics, Department of Integrated Water Systems and Governance, IHE Delft Institute of Water Education, Delft, The Netherlands
Emmanouil A. Varouchakis
School of Environmental Engineering, Technical University of Crete, Chania, Greece
Table of Contents
Cover image
Title page
Copyright
Dedication
List of Contributors
Preface
1. Geostatistics: Mathematical and Statistical Basis
1. Random Fields
2. Basic Concepts in Random Fields
3. Spatial Interpolation
4. Overview of Geostatistical Methodology
5. Interpolation Materials and Methods
6. Spatial Model Validation
7. Comparison of Interpolation Methods
8. Improving Kriging Using Nonlinear Normalizing Transformation
9. Box–Cox Transformation Method
10. Trans-Gaussian Kriging
11. Gaussian Anamorphosis
12. Modified Box–Cox
2. Background of Spatiotemporal Geostatistical Analysis: Application to Aquifer Level Mapping
1. Spatiotemporal Geostatistics
2. Spatiotemporal Geostatistical Modeling
3. Spatiotemporal Prediction of Groundwater Level Data in Mires Basin, Crete, Greece
4. Results and Discussion
5. Conclusions
3. Large-Scale Exploratory Analysis of the Spatiotemporal Distribution of Climate Projections: Applying the STRIVIng Toolbox
1. Introduction
2. Framework (Global Climate Model Projections)
3. STRIVIng Methodology
4. Data, Case Studies, and Experiment Setup
5. Results and Discussion
6. Conclusions
4. Spatiotemporal Drought Analysis at Country Scale Through the Application of the STAND Toolbox
1. Introduction
2. Spatio-Temporal ANalysis of Drought Toolbox
3. Case Study and Data
4. Experiment Setup
5. Results and Discussion
6. Conclusions
5. Spatiotemporal Analysis of Extreme Rainfall Events Using an Object-Based Approach
1. Introduction
2. Object-Based Analysis
3. Spatiotemporal Object-Based Methods
4. A New Spatiotemporal Object-Based Method for Small-Scale Rainfall Events
5. Applications Over a Subtropical Catchment in Southeastern Brazil
6. Final Remarks
6. Spatial and Temporal Variations′ of Habitat Suitability for Fish: A Case Study in Abras de Mantequilla Wetland, Ecuador
1. Introduction
2. Methodology
3. Results
4. Discussion
5. Conclusions
7. A Comparison of Spatial–Temporal Scale Between Multiscalar Drought Indices in the South Central Region of Vietnam
1. Highlights
2. Introduction
3. Materials and Methods
4. Results
5. Conclusions and Discussion
Appendix 1: Characteristics Description of 30 Rainfall Measurement Stations (1977–2014)
Appendix 2: Characteristics Description of 13 Temperature Measurement Stations (1977–2014)
Index
Copyright
Elsevier
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Notices
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ISBN: 978-0-12-811689-0
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Dedication
''To my wife K. S. and son A. E. V''
List of Contributors
Gabriela Alvarez-Mieles
IHE Delft Institute of Water Education, Delft, The Netherlands
Delft University of Technology, Faculty CiTG, Delft, The Netherlands
Universidad de Guayaquil, Facultad de Ciencias Naturales, Guayaquil, Ecuador
Biswa Bhattacharya, IHE Delft Institute of Water Education, Delft, The Netherlands
Gerald Corzo, UNESCO-IHE Delft Institute of Water Education, Delft, The Netherlands
Vitali Diaz
UNESCO-IHE Institute for Water Education, Delft, the Netherlands
Water Resources Section, Delft University of Technology, Delft, the Netherlands
Miguel Laverde-Barajas
IHE Delft Institute of Water Education, Delft, The Netherlands
Delft University of Technology, Water Resources Section, Delft, The Netherlands
Hung Manh Le, National Central for Water Resources Planning and Investigation (NAWAPI), Ministry of Natural Resources and Environment (MONRE) of Vietnam, Hanoi, Vietnam
Vicente Medina, Thermal Engines Department, Technical University of Catalonia, Barcelona, Spain
Arthur E. Mynett
IHE Delft Institute of Water Education, Delft, The Netherlands
Delft University of Technology, Faculty CiTG, Delft, The Netherlands
Bang Luong Nguyen, Faculty of Water Resources Engineering, Thuy Loi University, Hanoi, Vietnam
José R. Pérez, Instituto Nacional de Recursos Hidráulicos (INDRHI), Santo Domingo, Dominican Republic
Dimitri P. Solomatine
UNESCO-IHE Institute for Water Education, Delft, the Netherlands
Water Resources Section, Delft University of Technology, Delft, the Netherlands
Remko Uijlenhoet, Hydrology and Quantitative Water Management Group, Wageningen University, Wageningen, The Netherlands
Henny A.J. Van Lanen, Hydrology and Quantitative Water Management Group, Wageningen University, Wageningen, The Netherlands
Emmanouil A. Varouchakis, School of Environmental Engineering, Technical University of Crete, Chania, Greece
Preface
Environmental and hydrological problems are spatial and temporal in nature. Spatiotemporal processes in physically based models provide a significant amount of information that is seldom analyzed or understood. Past experiences of science such as hydrology relied on a few measurements and empirical assumptions of water resources processes. Satellite information, spatially distributed models, and widely available global information have opened an essential area of development. For this, new methodologies have been studied, from the concepts of space/time statistics to deterministic machine learning and data-driven methods. Spatiotemporal analysis identifies and explains large-scale anomalies, which are useful for understanding hydrological characteristics and subsequently predicting hydrological events, even redefining the concepts of an event such that it can be characterized in multiple dimensions (space, time, and others). Methodologies that explore these spatial and temporal dimensions are critical in the genesis of this book.
Aside from this, hydrological problems have essential characteristics in their spatial and temporal dimensions at the same time. Analysis of hydrological extremes is essential, and most studies have reached the level of generalizing the problems to be able to adapt results to the available data. When new data arrive, a process to narrow the key variables is required to solve or understand the problem. The study of hydrological extremes requires advanced spatiotemporal methods to be able to narrow those studies and to extend analysis and prediction, including estimating the probability of their occurrence and the associated risk. Critical hydrological issues are extreme hydrological phenomena (e.g., precipitation, runoff), floods, low flows, and droughts. However, concepts are not just limited to this type of extreme, but also to its spatiotemporal consequences, such as the changes in a habitat of species due to flooding. The spatiotemporal study of extreme hydrological events at the watershed scale aids in understanding the relationship between their magnitude and the probability of these events occurring.
This book starts with the development of geostatistics. This discipline investigates the statistics of spatially and temporally extended variables. Spatiotemporal analysis and geostatistics are at the forefront of research these days, and their impact is expected to increase in the future. In this book, we follow the trend that is driven by increasing needs to advance risk assessment and management of strategies for extreme events. Current trends and variability of hydrological topics call for novel approaches of spatiotemporal and geostatistical analysis to assess, predict, and manage water-related topics.
Spatial statistics/geostatistics is used to map spatial observations from monitoring stations for hydrological or water resources data, assess spatial data quality, relating the accuracy of spatial data to their intended use, sample design optimization, model dependency structures, and draw valid inferences from a limited set of spatial data in agriculture, hydrology, hydrogeology, soil science, and ecology. Geostatistical models have been widely used in water resources management projects to represent and predict the spatial variability of aquifer levels. Also, they can be applied as surrogates to numerical models when the available hydrogeological data are scarce. For space/time data, spatiotemporal geostatistical approaches can model the examined variability by incorporating the compound space/time correlations.
The aim of this book is to provide a valuable reference of well-defined and innovative methodologies of spatiotemporal analysis in a hydrological context. The book is not limited to geostatistics but extends its concepts to pattern recognition algorithms used to map spatial dimensions into temporal variables. Multiple techniques are explained and described using real-life examples from different countries in the world.
Dr. Gerald A. Corzo Perez
Dr. Emmanouil A. Varouchakis
1
Geostatistics
Mathematical and Statistical Basis
Emmanouil A. Varouchakis School of Environmental Engineering, Technical University of Crete, Chania, Greece
Abstract
Geostatistics has been well established and developed during the last three decades and is widely applied in environmental research and technology. Geostatistics is a subdiscipline of spatial statistics. It includes a set of statistical methods that concern random variables with spatial and/or temporal variability (random fields). These variables represent physical quantities with economic or environmental importance. The methods are based on the assumption that the spatiotemporal variability includes a random component that has space–time correlation. Therefore statistical measures such as mean value, variance, standard deviation, spatiotemporal dependence, etc., are used to extract any useful information from the available data. Geostatistics deals with distributions in which the spatial and/or temporal dependence is the primary characteristic. Geostatistical analysis aims to estimate the statistical parameters that determine the spatial and/or temporal distribution and dependence of the relevant variables. This procedure is called parameter inference. These parameters are used to estimate (interpolate) the variables at desired spatiotemporal locations where no measurements are available. This chapter describes the basic mathematical background of geostatistics and presents a complete methodological guide for geostatistical analysis of physical variables.
Keywords
Deterministic methods; Geostatistics; Interpolation; Kriging; Nonlinear transformation; Variogram
1. Random Fields
Geostatistics is intrinsically connected and based on the mathematical concept of random fields (RFs). RFs can be considered a set of random variables that describe the spatiotemporal variation of a physical variable size (e.g., hydraulic head, concentration of a pollutant). Contrary to functions that have a specific mathematical expression, RFs do not have a specific expression that represents all possible states. Each state is one sample of the field and is characterized by a probability determined by the multidimensional probability density function (PDF) of the field. Therefore an RF can be considered as a multidimensional random variable. Due to the interdependence of the physical characteristics in different points in space, RFs have particular mathematical properties that distinguish them from a set of independent random variables.
There are various categories of RFs. If the field takes values only from a finite set of numbers, it is called a discrete field. If the values of the field belong to a continuous interval of real numbers, the field is called a continuous field. When variation is defined in a continuous space, such as natural fields, a continuous field is created. On the contrary, when the positions of a grid are defined the field is called a lattice field.
Lattice fields are used in computational (e.g., simulation of the distribution of contaminants in groundwater) and theoretical studies, because grid symmetry allows the use of efficient numerical methods (e.g., fast Fourier transform). Moreover, lattice fields allow benchmarking of different geostatistical methods.
In practice the measurements represent a finite number of points, the distribution of which does not necessarily have the symmetry of a regular grid. In these cases the network of sampling points is inhomogeneous. The terms disordered lattice and off-lattice can be used as well. In such cases, geostatistical methods are needed to operate adequately, considering the limitations of each spatial distribution. If the distribution is off-lattice, the evaluation or simulation procedure is realized on a gridded background that covers the area of interest.
The concept of RFs is based on two key terms: randomness and interdependence of values of physical quantities at different points of the space. Randomness characterizes phenomena in which knowledge of a situation with complete accuracy is impossible due to various constraints. Such constraints originate from the variability of different physical quantities in space and the uncertainty due to the limited number of measurements. In these cases the result (the value of the phenomenon) is determined via a probability distribution function, which defines the probability of occurrence of each state.
Spatial dependence is a particular feature in random fields and describes the reliance between the values of two different points in the field. The probability distribution of the field embodies correlations between different points, so the probability of observing a value at a point depends on the values in adjacent points (Christakos and Hristopulos, 1998; Chiles and Delfiner, 1999).
2. Basic Concepts in Random Fields
An RF is denoted as Z(s), where s is a position vector s = (x,y). Z(s) represents all possible states in the field, while z(s) denotes the values that correspond to a specific state. PDF of the field is denoted as f Z [z(s)]. Index Z indicates the field, while the argument of the function is the values of the state of the field (e.g., hydraulic head, concentration of pollutants).
The PDF of a random field includes all values in the space where the field is defined. Therefore PDF is common for any number of points. One-dimensional or point PDF describes all possible states in the field on a specific point. It is possible that the one-dimensional PDF changes from point to point and that happens when the field is inhomogeneous. Proportionally, a two-dimensional PDF of the field expresses the interdependence of possible states of two points, while a multidimensional PDF describes the interdependence of all possible situations for N points.
Another type of function that provides information about the properties of a random field is statistical moments. Statistical moments are deterministic functions that represent average values in all possible situations. In practice, usually a low order (up to second order) statistical moment, as mean value, dispersion, and covariance functions and a semivariogram are useful (Goovaerts, 1997).
Spatial random fields (SRFs) are random fields whose location plays the primary role when the property values are spatially correlated. An SRF state can be decomposed into a deterministic trend m Z (s, and an independent random noise term e(s. The fluctuation term corresponds to fast variations
that reveal structure at small scales, which nonetheless exceeds a cut-off λ; the trend is often determined from a single available realization. Random noise represents nonresolved inherent variability due to resolution limits, purely random additive noise, or nonsystematic measurement errors. The classical approach of SRFs is based on Gaussian SRFs (GSRFs) and various generalizations for non-Gaussian distributions (Wackernagel, 2003). The covariance matrix therefore is used to determine the spatial structure for the GSRFs, which is estimated from the distribution of the data in space. Generally, SRF model spatial correlations of variables have various applications, e.g., in hydrology (Kitanidis, 1997), environmental pollutant mapping, risk assessment (Christakos, 1991), mining exploration, and reserves estimation (Goovaerts, 1997).
2.1. Mean Value
The mean value of a random field is given by:
(1.1)
where E[Z(s)] denotes the mean value calculated in all states of the field, i.e.:
(1.2)
where z are the values that correspond to a given state. The integral limits depend on the space where field Z is defined. If the field takes all negative and positive values the integral varies from −∞ to ∞. If the field takes only positive values the integral ranges from 0 to ∞. If it is known that the values of the field are limited to a predetermined interval [a,b], the integral is calculated in this interval. In the latter equation it can be noted that the average value may depend on position s, which comes from a possible dependence between the one-dimensional PDF and the position. Since PDF is not always known in advance, mean value is estimated through the sample using statistical methods. This is the average of all values in the sample (. A useful application topic of the mean value is to describe the large-scale trends in a random field. Mean