Overview of Japan's long water history, by the Japanese Commission on large dams. Starting from the 7th century, when irrigation ponds were first constructed for paddy cropping, until the beginning of the 21st century. Elaborates on various roles of dams: water supply, power generation and flood control. Moreover, tries to clarify the negative impacts of dams on the natural environment and local societies, as well as extensive efforts made to minimize these impacts. Includes appendices with location and characteristics of main dams, administrative organs, river management system and water resources development river systems and facilities to offer the full picture. Richly-illustrated. Intended for dam and water resources professionals.

Reservoir operation is a multi-objective optimization problem, and is traditionally solved with dynamic programming (DP) and stochastic dynamic programming (SDP) algorithms. The thesis presents novel algorithms for optimal reservoir operation, named nested DP (nDP), nested SDP (nSDP), nested reinforcement learning (nRL) and their multi-objective (MO) variants, correspondingly MOnDP, MOnSDP and MOnRL. The idea is to include a nested optimization algorithm into each state transition, which reduces the initial problem dimension and alleviates the curse of dimensionality. These algorithms can solve multi-objective optimization problems, without significantly increasing the algorithm complexity or the computational expenses. It can additionally handle dense and irregular variable discretization. All algorithms are coded in Java and were tested on the case study of the Knezevo reservoir in the Republic of Macedonia. Nested optimization algorithms are embedded in a cloud application platform for water resources modeling and optimization. The platform is available 24/7, accessible from everywhere, scalable, distributed, interoperable, and it creates a real-time multiuser collaboration platform. This thesis contributes with new and more powerful algorithms for an optimal reservoir operation and cloud application platform. All source codes are available for public use and can be used by researchers and practitioners to further advance the mentioned areas.

In the last decades, the technology of dam protection has undergone major advancements. The increasing demand for safety in modern society has created the need for cost-effective measures to protect critical infrastructure such as dams. This situation has resulted in the drafting of new regulations and technical manuals in countries like Norway, Sweden, and the USA, among others. Dam Protections against Overtopping and Accidental Leakage includes the latest advances in dam protection, and a portfolio of applications in representative case studies. The main topics include: - Failure of embankment and concrete dams due to overtopping or accidental leakage - Hard protections for embankment dams (RCC, wedge-shaped blocks, reinforced concrete slabs) - Soft protections for embankment dams (rockfill toes, articulated concrete blocks, vegetation cover) - Concrete dam protections and additional issues directly related to dam protections The book includes contributions from the 1st International Seminar on Dam Protections against Overtopping and Accidental Leakage (Madrid, Spain, 24-26 November 2014), and also a summary of the technical manual "Overtopping Protection for Dams", published by the US Federal Emergency Management Agency (FEMA) in March 2014. Dam Protections against Overtopping and Accidental Leakage provides a comprehensive summary of dam protections, covering case studies and applied research worldwide, and will be invaluable to professionals and academics in Dam Engineering.

Hydraulic research is developing beyond traditional civil engineering, since the number of natural hazards increased in recent years, and so did the extent and scope of structural safety assessment and environmental research. Hydraulic Engineering II contains 44 technical papers from the 2nd SREE Conference on Hydraulic Engineering (CHE 2013, Hong Kong, 2-3 November 2013, including the Third SREE Workshop on Environment and Safety Engineering, WESE 2013), discusses recent advances and issues, and identifies challenges associated with engineering applications in hydraulic engineering. The contributions showcase recent developments in the areas of hydraulic engineering and environmental engineering, and other related fields. The sections on hydraulic engineering mainly focus on river engineering and sediment transport, flood hazards and innovative control measures, rainfall modelling, dam safety, slope stability, environmental hydraulics and hydrology, while the contributions related to environmental issues focus on environmental prediction and control techniques in environmental geoscience, environmental ecology, water pollution and ecosystem degradation, applied meteorology, coastal engineering, safety engineering and environmental pollution control. Hydraulic Engineering II will be invaluable to academics and professionals in both hydraulic and environmental engineering.

Dam engineering is currently experiencing a strong revival of labyrinth oriented weirs. Labyrinth weirs, with a repetitive constructional character and an increased specific discharge capacity, are a very good technical-economical compromise. The concept of Piano Key Weir (PKW), with alveoli developed in overhangs from a reduced support area, enables the installation of non-linear crests at the top of concrete dams. As a result it eliminates the main drawback of classical labyrinth weirs, and enables their use to rehabilitate numerous existing dams. Since the first implementation of piano key weirs by Electricite de France on Goulours dam (France) in 2006, at least eight PKWs have been built in France, Vietnam and Switzerland. Their operation over a few years has already provided the first prototype data. Other projects are under study, construction or planning in varied countries. On another hand, research programs are under progress all over the world. Following a first edition in 2011, Labyrinth and Piano Key Weirs II - PKW 2013 collects up-to-date contributions from people with various backgrounds, from engineers and researchers to academics. Summarizing the last developments on labyrinth oriented weirs, the book constitutes the state-of-the-art in research and application of piano key weir solutions, and will be invaluable to professionals and scientists interested in Dams Engineering.

Floods are one of the most common and widely distributed natural risks to life and property worldwide. There is a need to identify the risk of flooding in flood prone areas to support decisions for flood management from high level planning proposals to detailed design. An important part of modern flood risk management is to assess vulnerability to floods. This assessment can be done only by using a parametric approach. Worldwide there is a need to enhance our understanding of vulnerability and to also develop methodologies and tools to assess vulnerability. One of the most important goals of assessing flood vulnerability is to create a readily understandable link between the theoretical concepts of flood vulnerability and the day-to-day decision-making process and to encapsulate this link in an easily accessible tool. The present book portrays a holistic parametric approach to be used in flood vulnerability assessment and this way to facilitate the consideration of system impacts in water resources decision-making. The approach was verified in practical applications on different spatial scales and comparison with deterministic approaches. The use of flood vulnerability approach can produce helpful understanding into vulnerability and capacities for using it in planning and implementing projects.

The politics of building dams and levees and other structures are just part of the policies determining how American rivers are managed or mismanaged. America's well-being depends upon the health of those rivers and important decisions go beyond just dam-building or dam removal. American rivers are suffering from poor water quality, altered flows, and diminished natural habitat. Current efforts by policymakers to change the ways American rivers are managed range from the removal of dams to the simulation of seasonal flows to the restoration of habitat, all with varying degrees of success.

Efforts to restore American rivers are clearly delineated by William Lowry in "Dam Politics" as he looks at how public policy and rivers interact, examines the physical differences in rivers that affect policies, and analyzes the political differences among the groups that use them. He argues that we are indeed moving into an era of restoration (defined in part as removing dams but also as restoring the water quality, seasonal flows, and natural habitat that existed before structural changes to the rivers), and seeks to understand the political circumstances that affect the degree of restoration.

Lowry presents case studies of eight river restoration efforts, including dam removals on the Neuse and Kennebec rivers, simulation of seasonal flows on the Colorado river, and the failed attempt to restore salmon runs on the Snake river. He develops a typology of four different kinds of possible change -- dependent on the parties involved and the physical complexity of the river -- and then examines the cases using natural historical material along with dozens of interviews with key policymakers. Policy approaches such as conjunctive water management, adaptive management, alternative licensing processes, and water marketing are presented as possible ways of using our rivers more wisely.

"Dam Politics" provides a useful and systematic account of how American waterways are managed and how current policies are changing. American rivers are literally the lifeblood of our nation. Lowry has written a lively and accessible book that makes it clear as a mountain stream that it matters deeply how those rivers are managed.

Since its construction in the early 1960s, the hydroelectric Akosombo Dam across the Volta River has exemplified the possibilities and challenges of development in Ghana. Drawing upon a wealth of sources, A Dam for Africa investigates contrasting stories about how this dam has transformed a West African nation, while providing a model for other African countries. The massive Akosombo Dam is the keystone of the Volta River Project that includes a large manmade lake 250 miles long, the VALCO aluminum smelter, new cities and towns, a deep-sea harbor, and an electrical grid. On the local level, Akosombo has meant access to electricity for people in urban and industrial areas across southern Ghana. For others, Akosombo inflicted tremendous social and environmental costs. The dam altered the ecology of the Lower Volta, displaced 80,000 people in the Volta Basin, and affected the livelihoods of hundreds of thousands of Ghanaians. In A Dam for Africa, Stephan Miescher explores four intersecting narratives: Ghanaian debates and aspirations about modernization in the context of decolonization and Cold War; international efforts of the US aluminum industry to benefit from Akosombo through cheap electricity for their VALCO smelter; local stories of upheaval and devastation in resettlement towns; and a nation-wide quest toward electrification and energy justice during times of economic crises, droughts, and climate change.

Overview of Japana (TM)s long water history, by the Japanese Commission on large dams. Starting from the 7th century, when irrigation ponds were first constructed for paddy cropping, until the beginning of the 21st century. Elaborates on various roles of dams: water supply, power generation and flood control. Moreover, tries to clarify the negative impacts of dams on the natural environment and local societies, as well as extensive efforts made to minimize these impacts. Includes appendices with location and characteristics of main dams, administrative organs, river management system and water resources development river systems and facilities to offer the full picture. Richly-illustrated. Intended for dam and water resources professionals.

Since its construction in the early 1960s, the hydroelectric Akosombo Dam across the Volta River has exemplified the possibilities and challenges of development in Ghana. Drawing upon a wealth of sources, A Dam for Africa investigates contrasting stories about how this dam has transformed a West African nation, while providing a model for other African countries. The massive Akosombo Dam is the keystone of the Volta River Project that includes a large manmade lake 250 miles long, the VALCO aluminum smelter, new cities and towns, a deep-sea harbor, and an electrical grid. On the local level, Akosombo has meant access to electricity for people in urban and industrial areas across southern Ghana. For others, Akosombo inflicted tremendous social and environmental costs. The dam altered the ecology of the Lower Volta, displaced 80,000 people in the Volta Basin, and affected the livelihoods of hundreds of thousands of Ghanaians. In A Dam for Africa, Stephan Miescher explores four intersecting narratives: Ghanaian debates and aspirations about modernization in the context of decolonization and Cold War; international efforts of the US aluminum industry to benefit from Akosombo through cheap electricity for their VALCO smelter; local stories of upheaval and devastation in resettlement towns; and a nation-wide quest toward electrification and energy justice during times of economic crises, droughts, and climate change.

Breakwaters and closure dams belong to the most spectacular hydraulic structures. They are exposed to the most severe loading by waves and currents, either during their construction, or during their life cycle.
Design and construction of these structures are so vitally interrelated that a proper understanding requires a thorough knowledge of the theory and a proper understanding of practical matters.
This book offers an essential, integrated combination of theory and practice to the graduate student. Beginning with a description of the functional requirements, it discusses the relevant theory and shows the application of experience and theoretical knowledge to the design.

In the last one hundred years, a number of catastrophic events associated with rockslide dam formation and failure have occurred in the mountain regions of the world. This book presents a global view of the formation, characteristics and behaviour of natural and artificial rockslide dams. Chapters include a comprehensive state-of-the-art review of our global understanding natural and artificial rockslide dams, overviews of approaches to rockslide dam risk mitigation, regional studies of rockslide dams in India, Nepal, China, Pakistan, New Zealand, and Argentina. Rockslide dams associated with large-scale instability of volcanoes are also examined. Detailed case histories of well-known historic and prehistoric rockslide dams provide examples of investigations of rockslide dam behaviour, stability, and characteristics. The formation and behaviour of rockslide-dammed lakes ("Quake Lakes") formed during the 2008 Wenchuan Earthquake, China are also comprehensively summarised. The formation, sedimentology and stability of rockslide dams is examined in several analytical papers. An analysis of break-out floods from volcanogenic lakes and hydrological methods of estimating break-out flood magnitude and behavior are reviewed. The use of remote sensing data in rockslide-dammed lake characterisation is explored and a new approach to the classification of rockslide dams is introduced. Finally, a unique section of the book summarises Russian and Kyrgyz experience with blast-fill dam construction in two papers by leading authorities on the technology. The volume contains 24 papers by 50 authors from 16 countries including most of the recognised world authorities on the subject.

Among development assistance agencies, the World Bank has led the way in policies to mitigate the impact of large-scale engineering projects on local populations, particularly in the building of dams. Since the 1980s the Bank has implemented guidelines for policies with respect to displacement, social infrastructure and services, environmental effects, resettlement, compensation, and the restoration of income for those affected. Having learned from the failures of past resettlement programs, the Bank has endeavored to function as a responsible and caring agency. This volume builds upon earlier studies and field work to offer a broad look at dam-building projects in six countries and to review the outcomes of Bank policy, learn from experience, and assess outside criticism.
The book covers representative dam projects in India, Thailand, Togo, China, Indonesia, and Brazil. Each project was undertaken after Bank resettlement guidelines had been implemented. The widely ranging results in each country are assessed. In the areas of compensation for acquired land, relocation, infrastructure and services, the contributors note satisfactory levels of improvement or positive trends. Governments are moving towards acceptance of the idea that displaced families should be paid the real value of their lost assets. Relocation processes are now keeping pace with water movement caused by dam building, and health, education, utilities, and roads are better than before the resettlement.
Other results have been less positive. The impact on incomes of those involuntarily resettled has been harsh in some locations. Resettler dissatisfaction has been intense, notably in those countries where the national economies are not experiencing strong growth. The Bank's performance itself has been uneven. There have been lapses in appraisal and monitoring during the projects and insufficient follow-through support for resettlement operations after the completion of loan and credit disbursements.
In addition to its case by case analysis of countries and projects, the book includes detailed lessons and recommendations to strengthen resettlement policy and practice. Involuntary Resettlement will be of interest to economists, sociologists, and professionals working in regional development policy.
Robert Picciotto is director general of Operations Evaluation at the World Bank. Warren van Wicklin is task manager and evaluator at the Operations Evaluation department of the World Bank.

Among development assistance agencies, the World Bank has led the way in policies to mitigate the impact of large-scale engineering projects on local populations, particularly in the building of dams. Since the 1980s the Bank has implemented guidelines for policies with respect to displacement, social infrastructure and services, environmental effects, resettlement, compensation, and the restoration of income for those affected. Having learned from the failures of past resettlement programs, the Bank has endeavored to function as a responsible and caring agency. This volume builds upon earlier studies and field work to offer a broad look at dam-building projects in six countries and to review the outcomes of Bank policy, learn from experience, and assess outside criticism.
The book covers representative dam projects in India, Thailand, Togo, China, Indonesia, and Brazil. Each project was undertaken after Bank resettlement guidelines had been implemented. The widely ranging results in each country are assessed. In the areas of compensation for acquired land, relocation, infrastructure and services, the contributors note satisfactory levels of improvement or positive trends. Governments are moving towards acceptance of the idea that displaced families should be paid the real value of their lost assets. Relocation processes are now keeping pace with water movement caused by dam building, and health, education, utilities, and roads are better than before the resettlement.
Other results have been less positive. The impact on incomes of those involuntarily resettled has been harsh in some locations. Resettler dissatisfaction has been intense, notably in those countries where the national economies are not experiencing strong growth. The Bank's performance itself has been uneven. There have been lapses in appraisal and monitoring during the projects and insufficient follow-through support for resettlement operations after the completion of loan and credit disbursements.
In addition to its case by case analysis of countries and projects, the book includes detailed lessons and recommendations to strengthen resettlement policy and practice. Involuntary Resettlement will be of interest to economists, sociologists, and professionals working in regional development policy.
Robert Picciotto is director general of Operations Evaluation at the World Bank. Warren van Wicklin is task manager and evaluator at the Operations Evaluation department of the World Bank.

This book gathers contributions from the 15th ICOLD Benchmark Workshop on Numerical Analysis of Dams. The workshop provided an opportunity for engineers, researchers and operators to present and exchange their experiences and the latest advances in numerical modelling in the context of the design, performance and monitoring of dams. Covering various aspects of computer analysis tools and safety assessment criteria, and their development over recent decades, the book is a valuable reference resource for those in the engineering community involved in the safety, planning, design, construction, operation and maintenance of dams.

This book covers the fundamentals of reservoir engineering in the recovery of hydrocarbons from underground reservoirs. It provides a comprehensive introduction to the topic, including discussion of recovery processes, material balance, fluid properties and fluid flow. It also contains details of multiphase flow, including pore-scale displacement processes and their impact on relative permeability, with a presentation of analytical solutions to multiphase flow equations. Created specifically to aid students through undergraduate and graduate courses, this book also includes exercises with worked solutions, and examples of previous exam papers for further guidance and practice.As part of the Imperial College Lectures in Petroleum Engineering, and based on a lecture series on the same topic, Reservoir Engineering provides the introductory information needed for students of the earth sciences, petroleum engineering, engineering and geoscience.

Fundamentals of Applied Reservoir Engineering introduces early career reservoir engineers and those in other oil and gas disciplines to the fundamentals of reservoir engineering. Given that modern reservoir engineering is largely centered on numerical computer simulation and that reservoir engineers in the industry will likely spend much of their professional career building and running such simulators, the book aims to encourage the use of simulated models in an appropriate way and exercising good engineering judgment to start the process for any field by using all available methods, both modern simulators and simple numerical models, to gain an understanding of the basic 'dynamics' of the reservoir -namely what are the major factors that will determine its performance. With the valuable addition of questions and exercises, including online spreadsheets to utilize day-to-day application and bring together the basics of reservoir engineering, coupled with petroleum economics and appraisal and development optimization, Fundamentals of Applied Reservoir Engineering will be an invaluable reference to the industry professional who wishes to understand how reservoirs fundamentally work and to how a reservoir engineer starts the performance process.

This book offers a timely report on methods for risk assessment procedures for dams, with a special emphasis on dams with small storage dimensions. It starts by introducing all important definitions relating to dams, dam safety, such as the most common failure modes, and risks. In turn, it describes in detail the most important evaluation procedures for various failure modes such as piping, flood, earthquake and stability are described in this chapter. Consequence assessment procedures, together with the different steps of the risk evaluation process, are analyzed, providing a guide on how to identify the appropriate failure mode for the examined dam and setting up the appropriate safety plan. The book introduces the most common methods for predicting peak breach discharge, analyzing some relevant case studies. Upon comparing the findings obtained with the different methods, the book concludes with some general suggestions and ideas for future developments. This book fills an important gap between theoretical works and real-life problems being investigating in practical research studies on dam safety and risk management. It provides readers with the necessary knowledge on risk analysis and shows how to apply this in practice to carry out dam safety studies. It offers practical guidelines to set up risk assessment procedures for different failure modes and predicting failure parameters such as failure time, peak breach discharge and breach width.

This proceedings book gathers contributions presented at the First International Conference on Embankment Dams (1st ICED, Beijing, 5-7 June 2020), which was the inaugural conference of the International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE) Technical Committee TC210 on Embankment Dams. The contributions address five themes: (1) case histories on the failure of embankment dams and landslide dams; (2) dam failure process modelling; (3) soil mechanics for embankment dams; (4) dam risk assessment and management; and (5) monitoring, early warning and emergency response. These proceedings offer a unique resource that systematically presents recent dam breaching cases, their social impact, associated risk management strategies, and disposal methods for failed dams. It is an excellent reference guide for dam and levee engineers, flood safety officials, and emergency management agencies.

Dam Safety Assurance: Global Comparative Assessment of Legal and Institutional Frameworks

In the last one hundred years, a number of catastrophic events associated with rockslide dam formation and failure have occurred in the mountain regions of the world. This book presents a global view of the formation, characteristics and behaviour of natural and artificial rockslide dams. Chapters include a comprehensive state-of-the-art review of our global understanding natural and artificial rockslide dams, overviews of approaches to rockslide dam risk mitigation, regional studies of rockslide dams in India, Nepal, China, Pakistan, New Zealand, and Argentina. Rockslide dams associated with large-scale instability of volcanoes are also examined. Detailed case histories of well-known historic and prehistoric rockslide dams provide examples of investigations of rockslide dam behaviour, stability, and characteristics. The formation and behaviour of rockslide-dammed lakes ("Quake Lakes") formed during the 2008 Wenchuan Earthquake, China are also comprehensively summarised. The formation, sedimentology and stability of rockslide dams is examined in several analytical papers. An analysis of break-out floods from volcanogenic lakes and hydrological methods of estimating break-out flood magnitude and behavior are reviewed. The use of remote sensing data in rockslide-dammed lake characterisation is explored and a new approach to the classification of rockslide dams is introduced. Finally, a unique section of the book summarises Russian and Kyrgyz experience with blast-fill dam construction in two papers by leading authorities on the technology. The volume contains 24 papers by 50 authors from 16 countries including most of the recognised world authorities on the subject.

Dam and levee remediation has become more prevalent since the start of the twenty-first century. Given the vastness and complexity of the infrastructures involved, keeping up with maintenance needs is very difficult. Major surges in repair are usually triggered by nature's wake-up calls, such as hurricanes, floods, and earthquakes. The challenge has been to develop methods that ensure safe, effective, reliable, and robust solutions for current and future remediation issues. Specialty Construction Techniques for Dam and Levee Remediation presents the state of practice in North American dam and levee remediation as it relates to the use of specialty geotechnical construction techniques, such as anchors, grouting, cutoff (diaphragm) walls, and deep mixing.

The book focuses on the actual construction processes, describing design and performance aspects of remediation where appropriate. Chapters deal with the application of drilling and grouting methods, methods to install mix-in-place (category 2) cutoff structures, excavated and backfilled trenches (category 1), composite cutoff walls, and stabilization using prestressed rock anchors. The book also provides a comprehensive guide to dam and levee instrumentation, covering planning, operating principles, data management, staffing, and automation. As an educational and salutary example of ineffective efforts, the final chapter presents a case history of a series of remediations performed on a single project, which ultimately proved unsuccessful.

A wide range of methods has been developed in response to the challenges that arise in the dam and levee remediation arena and the need for a competitive edge. These new methods are designed and monitored using state-of-the-art techniques, giving rise to the emergence of new intensity and initiative in this field. This book captures this transformation by examining the theory and practice of contemporary remedial techniques, using recent U.S. case histories to provide knowledge and inspiration to readers, both in North America and around the world.

Latest essential information on reservoirsafetyfrom the heart of the water management profession. The new title from Thomas Telford contains the proceedings from the 15th Conference of the British Dam Society. Ensuring Reservoir Safety into the Future discusses key topics and correct events including the state of the UK reservoir management and legislation, and reservoir safety following sever weather in recent years. This book will provide invaluable information on best practice.

ICOLD Bulletin 150, Cutoffs for Dams, discusses foundation treatment methods using cutoff-type barriers. High emphasis is given to alluvial deposits throughout this document; however, different materials may require cutoff. The construction of cutoffs has made significant advances mainly through the development of more powerful machinery for drilling and excavation, but also through the introduction of new concepts and techniques, such as jet grouting and deep soil mixing. The following types of cutoffs are presented in this Bulletin: - Diaphragm walls - Vib walls - Pile walls - Superimposed concreted galleries - Jet grouting - Deep mixing These methods are described, and the practical application of each method is illustrated by selected case histories. These case histories also demonstrate how certain difficulties specific to a particular dam site have been dealt with. The performance of cutoffs should be monitored so that their efficiency in reducing flow and piezometric head can be evaluated. Piezometers installed in the foundation upstream and downstream of the cutoff are needed to meet this objective.