From optimal to practical safety standards for dike-ring areas

被引:4
作者
Eijgenraam, C. J. J. [1 ]
机构
[1] PPB Bur econ Policy Anal, NL-2508 GM The Hague, Netherlands
关键词
cost benefit analysis; optimal height of dikes; optimal safety norms;
D O I
10.2166/wst.2007.543
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
After the flood disaster in 1953 in the southwestern part of the Netherlands, Van Dantzig tried to solve the economic decision problem concerning the optimal height of dikes. His solution has a fixed probability of flooding after each investment. However, when there is economic growth, not the probability of flooding but the expected yearly loss by flooding is the key variable in the real optimal safety strategy. Under some conditions, it is optimal to keep this expected loss within a constant interval. Therefore, when the potential damage increases by economic growth, the flooding probability has to decline in the course of time in order to keep the expected loss between the fixed boundaries. The purpose of the paper is to show the implications of the optimal solution in case there are differences between costs and benefits among dike-ring areas. Further, the paper focuses on the translation of the theoretical results into new legal standards that can work well in practice.
引用
收藏
页码:113 / 124
页数:12
相关论文
共 6 条
[1]  
*CENTR PLANB, 2005, URG ACT OMTR VEIL TE
[2]  
Eijgenraam C.J.J, 2005, 82 CPB
[3]  
EIJGENRAAM CJJ, 2006, OPTIMAL SAFETY STAND
[4]  
IJZERMAN JF, 2005, MODELLEREN OPTIMALIS
[5]  
*MIN VERK WAT, 2000, 3 KUSTN TRAD TRENDS
[6]   ECONOMIC DECISION-PROBLEMS FOR FLOOD PREVENTION [J].
VANDANTZIG, D .
ECONOMETRICA, 1956, 24 (03) :276-287