Optimization of water level monitoring network in polder systems using information theory

被引:80
作者
Alfonso, Leonardo [1 ]
Lobbrecht, Arnold [1 ,2 ]
Price, Roland [1 ]
机构
[1] UNESCO IHE, NL-2611 AX Delft, Netherlands
[2] HydroLogic BV, Amersfoort, Netherlands
关键词
ENTROPY; UNCERTAINTY;
D O I
10.1029/2009WR008953
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A method for siting water level monitors based on information theory measurements is presented. The first measurement is joint entropy, which evaluates the amount of information content that a monitoring set is able to collect, and the second measurement is total correlation, which evaluates the level of dependency or redundancy among monitors in the set. In order to find the most convenient set of places to put monitors from a large number of potential sites, a multiobjective optimization problem is posed under two different considerations: (1) taking into account the costs of placing new monitors and (2) considering the cost of placing monitors too close to hydraulic structures. In both cases, the joint entropy of the set is maximized and its total correlation is minimized. The costs are considered in terms of information theory units, for which additional terms affecting the objective functions are introduced. The proposed method is applied in a case study of the Delfland region, Netherlands. Results show that total correlation is an effective way to measure multivariate independency and that it must be combined with joint entropy to get results that cover a significant proportion of the total information content of the system. The maximization of joint entropy gives results that cover between 82% and 85% of the total information content.
引用
收藏
页数:13
相关论文
共 21 条
[1]   Information theory-based approach for location of monitoring water level gauges in polders [J].
Alfonso, Leonardo ;
Lobbrecht, Arnold ;
Price, Roland .
WATER RESOURCES RESEARCH, 2010, 46
[2]   ENTROPY IN ASSESSMENT OF UNCERTAINTY IN HYDROLOGIC SYSTEMS AND MODELS [J].
AMOROCHO, J ;
ESPILDORA, B .
WATER RESOURCES RESEARCH, 1973, 9 (06) :1511-1522
[3]  
Barreto W. J., 2006, 7 INT C P HYDR HIC N, P1
[4]  
Caselton W.F., 1980, Journal of the Water Resources Planning and Management Division, V106, P503, DOI DOI 10.1061/JWRDDC.0000170
[5]  
Cover T.M., 1991, INFORM THEORY
[6]   A fast and elitist multiobjective genetic algorithm: NSGA-II [J].
Deb, K ;
Pratap, A ;
Agarwal, S ;
Meyarivan, T .
IEEE TRANSACTIONS ON EVOLUTIONARY COMPUTATION, 2002, 6 (02) :182-197
[7]   HYDROLOGIC UNCERTAINTY MEASURE AND NETWORK DESIGN [J].
HUSAIN, T .
WATER RESOURCES BULLETIN, 1989, 25 (03) :527-534
[8]   Hierarchical clustering using mutual information [J].
Kraskov, A ;
Stögbauer, H ;
Andrzejak, RG ;
Grassberger, P .
EUROPHYSICS LETTERS, 2005, 70 (02) :278-284
[9]  
Krstanovic P. F., 1992, Water Resources Management, V6, P279, DOI 10.1007/BF00872281
[10]  
Lobbrecht A. H., 1997, DYNAMIC WATER SYSTEM