PROBABILITY OF FLOOD SCHEME FAILURE

被引:0
作者
Smart, Graeme [1 ]
机构
[1] NZ Natl Inst Water & Atmospher Res, Christchurch, New Zealand
来源
PROCEEDINGS OF THE 36TH IAHR WORLD CONGRESS: DELTAS OF THE FUTURE AND WHAT HAPPENS UPSTREAM | 2015年
关键词
probability of bank failure; Annual Exceedance Probability; heuristic; flood management;
D O I
暂无
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
There is significant uncertainty in the degree of flood protection offered by flood control schemes due to failures which can occur below the scheme design flood level. This can be from mechanisms such as piping, debris jams, out-flanking, bank scouring, bank slumping, landslides and capacity loss through in-channel deposition. By considering the likelihood of flood control schemes being compromised at levels other than the design flood an overall, better estimate of probability of scheme failure can be determined. Full technical investigation of all aspects of all flood control schemes in New Zealand would be prohibitively expensive, however, flood practitioners can heuristically estimate the probability that the schemes will fail under different flood loadings for schemes with which they are familiar. From these data the overall annual exceedance probability of failure of a scheme can be calculated. This study presents such an analysis for a sample comprising about half of New Zealand's flood control schemes and provides estimates of the effectiveness of flood hazard mitigation measures in NZ. Unless scheme upgrades are undertaken (several are already underway), the study indicates that the probability of serious failures on some NZ flood schemes is high.
引用
收藏
页码:5132 / 5137
页数:6
相关论文
共 3 条
  • [1] DeGroot MH, 1970, Optimal Statistical Decisions
  • [2] Ericksen N. J., 1986, WATER SOIL MISC PUB
  • [3] NZIER, 2004, EC IMP NZ CLIM CHANG