Risk, Reliability, Uncertainty, and Robustness of Water Resource SystemsJanos J. Bogardi, Zbigniew W. Kundzewicz Cambridge University Press, 2002 M01 28 Risk, Reliability, Uncertainty, and Robustness of Water Resource Systems is based on the Third George Kovacs Colloquium organized by the International Hydrological Programme (UNESCO) and the International Association of Hydrological Sciences. Thirty-five leading scientists with international reputations provide reviews of topical areas of research on water resource systems, including aspects of extreme hydrological events: floods and droughts; water quantity and quality dams; reservoirs and hydraulic structures; evaluating sustainability and climate change impacts. As well as discussing essential challenges and research directions, the book will assist in applying theoretical methods to the solution of practical problems in water resources. The authors are multi-disciplinary, stemming from such areas as: hydrology, geography, civil, environmental and agricultural engineering, forestry, systems sciences, operations research, mathematics, physics and geophysics, ecology and atmospheric sciences. This review volume will be valuable for graduate students, scientists, consultants, administrators, and practising hydrologists and water managers. |
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Page 2
... shows that many offenses against these rules still do occur. The idea of re-initialization was considered by the convenors several times during this Colloquium. This is a notion from the realm of automatic optimization, where a minimum ...
... shows that many offenses against these rules still do occur. The idea of re-initialization was considered by the convenors several times during this Colloquium. This is a notion from the realm of automatic optimization, where a minimum ...
Page 7
... shows qualities of other objects . The other main difference to classical set theory is the usage of lin- guistic variables , given by the quintuple { C , T ( A ) , U , G , M } . An example to describe " incidental loss " is given : 1 ...
... shows qualities of other objects . The other main difference to classical set theory is the usage of lin- guistic variables , given by the quintuple { C , T ( A ) , U , G , M } . An example to describe " incidental loss " is given : 1 ...
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Contents
1 | |
4 | |
The unbearable cleverness of bluffing | 22 |
4 Aspects of uncertainty reliability and risk in flood forecasting systems incorporating weather radar | 30 |
5 Probabilistic hydrometeorological forecasting | 41 |
Risk cartography for objective negotiations | 47 |
7 Responses to the variability and increasing uncertainty of climate in Australia | 54 |
8 Developing an indicator of a communitys disaster risk awareness | 62 |
13 Hydrological risk under nonstationary conditions changing hydroclimatological input | 111 |
14 Fuzzy compromise approach to water resources systems planning under uncertainty | 122 |
15 System and component uncertainties in water resources | 133 |
Application of a new stochastic branch and bound method | 143 |
17 Uncertainty in risk analysis of water resources systems under climate change | 153 |
theory and practice | 162 |
19 Quantifying system sustainability using multiple risk criteria | 169 |
20 Irreversibility and sustainability in water resources systems | 181 |
9 Determination of capture zones of wells by Monte Carlo simulation | 70 |
10 Controlling three levels of uncertainties for ecological risk models | 76 |
11 Stochastic precipitationrunoff modeling for water yield from a semiarid forested watershed | 86 |
12 Regional assessment of the impact of climate change on the yield of water supply systems | 101 |
21 Future of reservoirs and their management criteria | 190 |
22 Performance criteria for multiunit reservoir operation and water allocation problems | 199 |
23 Risk management for hydraulic systems under hydrological loads | 209 |
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algorithm alternatives annual approach average basin Bogardi branch and bound calculated capture zone catchment climate change coliform components computed considered decision makers defined demand distance metrics distribution drought Duckstein duration economic Engineering environmental equation estimate evaluation example failure Figure flood forecasting flow Fukuoka future fuzzy sets gamma distribution genetic algorithms groundwater hazard hydraulic hydroclimatological hydrological impact increase inflow input integrated IRRASM measure Mellin transform method model output objective function operation optimal parameters percent performance period pollutant probabilistic probability problem procedure radar rainfall raingauge random variables regional reliability reservoir resilience risk analysis risk assessment risk management river robust runoff scenarios selected simulation solution spatial SPRD statistical stochastic storage streamflow surface runoff sustainability Takamatsu techniques temperature tion transform vulnerability Water Resources Research water resources systems water saving water supply systems water yield watershed WCOG