Kd. Thompson et al., EVALUATION AND PRESENTATION OF DAM FAILURE AND FLOOD RISKS, Journal of water resources planning and management, 123(4), 1997, pp. 216-227
Safety studies for existing dams have found that some do not satisfy c
urrent estimates of the probable maximum flood (PMF). An event or infl
uence diagram can describe the random factors that contribute to major
inflow floods and that determine reservoir operation and possible dow
nstream damages during a hood event. This allows calculation of the pr
obability of dam failure and the distributions of damages and loss of
life using combinations of various analytical and Monte Carlo methods.
This paper discusses the efficiency of different evaluation methods:
event trees, simple Monte Carlo sampling, Latin hypercube sampling, im
portance sampling, and an analytical/stratified Monte Carlo (A/SMC) me
thod, The analysis suggests that the A/SMC method and importance sampl
ing have great potential for the efficient estimation of dam failure r
isks. Numerical examples employ the distributions of damages and loss
of life to show the character of trade-offs presented by many dam safe
ty decisions and illustrate problems with the partitioned multiobjecti
ve risk method (PMRM). The use of partial expected damage and loss of
life functions is recommended to show the importance of low-probabilit
y/high-consequence events.