Application of Fuzzy Logic and Uncertainties Measurem ent in Environm ental I nform ation System s
Fakultät Forst-, Geo- und Hydrowissenschaften , Fachrichtung Wasserwesen, Institut für Abfallwirtschaft und Altlasten , Professur Systemanalyse
Application of Fuzzy Logic and Uncertainties Measurem ent in - - PowerPoint PPT Presentation
Fakultt Forst-, Geo- und Hydrowissenschaften , Fachrichtung Wasserwesen, Institut fr Abfallwirtschaft und Altlasten , Professur Systemanalyse Application of Fuzzy Logic and Uncertainties Measurem ent in Environm ental I nform ation System s
Fakultät Forst-, Geo- und Hydrowissenschaften , Fachrichtung Wasserwesen, Institut für Abfallwirtschaft und Altlasten , Professur Systemanalyse
Installing Fuzzy Control System in Environmental Information System
Developing a Tool for Identification of Parameters and Boundary Conditions Uncertainties in Water Balance and Solute Transport Simulation
Precision: How reproducible are measurements? Accuracy: How close are the measurements to the true value? Imagine a person throwing darts, trying to hit the bulls-eye.
Not accurate Not precise Accurate Not precise Not accurate Precise Accurate Precise
HOW ?
are… there will always be errors.
deal with them?
Lexical Lexical Informal Informal Stochastic Stochastic Type of uncertainty Fuzziness Fuzziness Fuzzy randomness Fuzzy randomness Randomness Randomness Characteristic
PDE
Black Box Neural Netw orks Know ledge-Based Analysis Rules
Num erically, based on know ledge and fuzzy logic
Fuzzy logic is based on the idea that all things adm it of degrees. Tem perature, height, speed, distance, beauty all com e on a sliding scale.
( com pletely true) . I nstead of just black and w hite, it em ploys the spectrum of colours, accepting that things can be partly true and partly false at the sam e tim e.
(a) Boolean Logic. (b) Multi-valued Logic.
0 1 1 0.2 0.4 0.6 0.8 1 1 1
Exam ple: Tom is tall because his height is 1 8 1 cm . I f w e drew a line at 1 8 0 cm , w e w ould find that David, w ho is 1 7 9 cm , is short. I s David really a short m an or w e have just draw n an arbitrary line in the sand?
1 5 0 2 1 0 1 7 0 1 8 0 1 9 0 2 0 0 1 6 0 H e ig h t, c m D e g re e o f M e m b e rsh ip T a ll M e n 1 5 0 2 1 0 1 8 0 1 9 0 2 0 0 1 .0 0 .0 0 .2 0 .4 0 .6 0 .8 1 6 0 D e g re e o f M e m b e rsh ip 1 7 0 1 .0 0 .0 0 .2 0 .4 0 .6 0 .8 H e ig h t, c m F u z z y S e ts C risp S e ts
Fuzzy logic reflects how people think. It attempts to model our sense of words, our decision making and our common sense. As a result, it is leading to new, more human, intelligent systems. The basic idea of the fuzzy set theory is that an element belongs to a fuzzy set with a certain degree of membership. Thus, a proposition is not either true or false, but may be partly true (or partly false) to a degree. This degree is usually taken as a real number in the interval [0,1].
Fuzzy Knowledge base
Input
Fuzzifier Inference Engine Defuzzifier
Output
Fuzzy Knowledge base Fuzzifier Inference Engine Defuzzifier Plant
Output
Input
Fuzzy Knowledge base Fuzzy Knowledge base
Input
Fuzzifier Inference Engine Defuzzifier
Output Input
Fuzzifier Inference Engine Defuzzifier
Output
Fuzzy Knowledge base Fuzzy Knowledge base
Input
Fuzzifier Inference Engine Defuzzifier
Output Input
Fuzzifier Inference Engine Defuzzifier
Output
Fuzzy Knowledge base Fuzzy Knowledge base
Input
Fuzzifier Inference Engine Defuzzifier
Output Input
Fuzzifier Inference Engine Defuzzifier
Output
Environmental Information System Simulator e.g.: MODFLOW, SIWAPRO DSS Assessment Tool: Analyzing uncertainties in parameters and boundary conditions in the simulation results
Interface (Data Exchange)
m n h r s r
| | 1
Flow and transport in the vadose zone: SiWaPro DSS Richards equation -> flow and water balance Parameterization of soil properties based on van Genuchten-Luckner = volumetric water content t = time xi (i=1,2) = spatial coordinates K = hydraulic conductivity h = pressure head S = sink term
Unsaturated hydraulic conductivity
m m r
m m
S S S S k k K
1 1
1 1 1 1
0.00 0.06 0.12 0.18 0.24 0.30 0.36
water content
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0
relative permeability
0.00 0.25 0.50 0.75 1.00
degree of mobility
Parameter m
(m= 1-1/n)
k0, S0
change of mass storage sinks/sources degradation terms
m m m m m m , fl m , fl
q s t s r s u r s D r
dispersion convection
0 and 1. order degradation coefficient u mean flux
m m,
r spatial coordinate D dispersion coefficient sfl,m, ss,m specific mass in the liquid and/or solid phase
25
Example: Triangular membership function for the saturated hydraulic conductivity
Richards equation -> flow and water balance = volumetric water content t = time xi (i=1,2) = spatial coordinates K = hydraulic conductivity h = pressure head S = sink term
Example for the use of fuzzy interval arithmetic for the Darcy Buckingham equation
Structure of the dam and type of the boundary conditions
Representation of the course of the minimum and maximum pressure head within the drainage range
Simulation result of dam flow with FALIB