Fuzzy Based Landslide Prediction using Wireless Sensor Networks PowerPoint PPT Presentation

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Title: Fuzzy Based Landslide Prediction using Wireless Sensor Networks


1
Fuzzy Based Landslide Prediction using Wireless
Sensor Networks
  • Mohamed Shahim P.I.
  • Guide Prof. U.B. Desai
  • Spann-Lab, IIT Bombay

2
Introduction
  • Methods for modeling Uncertainties
  • - Probability
  • - Fuzzy Logic
  • - Fuzzy Inference systems
  • Advantages of Fuzzy
  • - Easy to model
  • - More easy to change the behavior of the
    system, by changing the rules.
  • - Less computations compared to hypothesis
  • testing methods

3
Fuzzy logic
  • Fuzzy Sets
  • Fuzzy operaters.
  • Eg AND -
  • Fuzzy if-then rules
  • if (i/p1 is X) then (o/p1 is Z)

antecedent
consequent
4
Fuzzy Inference System
O/P
Rule Evaluator
Aggregators
I/P
  • Fuzzification Real values of the input into
    membership values in appropriate Linguistic
    variables.
  • Rule base evaluation Each of the rules is
    evaluated to get an output modified fuzzy set
  • Aggregation All the output fuzzy sets are
    combined to form a single set using max rule
  • Defuzzification Combined output fuzzy set is
    converted to a number. E.g.. Centroid calculation

Fuzzifier
De-Fuzzifier
5
FIS information flow
6
Fuzzy system model
  • In our case, input is strain values from the
    sensors
  • It is divided into 3 linguistic variables as
    shown below
  • Output Hazard is also divided into 3 variables

7
Input membership functions
8
Stress-Strain Characteristics
9
Output membership functions
10
Rule base
  • A total of 81 rules for 4 node setup

11
Simulations
  • Setup consists of 4 nodes and 1 Base Station
    (BS).
  • At the BS, FIS calculates output hazard level.
  • Simulated using MATLAB Fuzzy Toolbox

12
ROC
  • ROC gives the noise performance of the system
  • The data generated using the VMGP model is used
    as input. Output hazard varies from 0 to 10. It
    is converted to 2 outputs, Landslide and No
    Landslide, using a simple threshold.
  • The threshold is varied to plot the entire ROC.

13
(Input Strain Noise) vs Time
Output Hazard vs Time
14
ROC comparing Fuzzy CVBD for SNRs 10 dB, 20
dB, 30 dB.
15
  • Previous system uses space correlation, as can be
    seen in the rules.
  • Use of time correlation also helps in removing
    wrong predictions.
  • One simple method is to remove outliers in output
    Hazard by averaging.

16
ROC after Averaging the o/p Hazard
17
Issues
  • The region will be already in a stressed state. A
    strain gauge can only measure further change.
    Difficult to calculate whether rock has reached
    70 of breaking stress.
  • Heterogeneity of rocks in the Landslide prone
    region.
  • - This makes fixing of the threshold a
    difficult task.
  • Performance variation of strain gauges with
    respect to temperature.
  • - Use of Temperature compensation circuits
    for interfacing
  • Effect of Orientation of strain gauge on measured
    stress.
  • - Strain Gauge Rosette measures greatest
    strain at a Point.
  • Noise in Measured Strain

18
Future Work
  • Use of FLAC3d software for simulating a slope
    failure
  • Extending a single cluster to a bigger network to
    form a Distributed sensor network
  • Safety Factor
  • Distance between motes can be used for
    detection movement in a slope. Helps in detecting
    rock movement
  • Distance can be measured using Received power
    (RSSI).

19
References
  • Wang Y.,T.Y. Yu and D. Andra, Tornado
    detection using a neuro-fuzzy method,(
    Albuquerque), 32nd Conference on Radar
    Meteorology, NM. American Meteorology Society,
    October 2005
  • T. Ross, Fuzzy logic with Engineering
    Applications. Hightstown, NJ McGraw-Hill, 1995
  • The Math works Inc. Fuzzy Logic Toolbox Users
    Guide
  • H.B. Wang and R. Xu, Slope stability evaluation
    using back propagation neural networks,
    Engineering Geology, vol.80, pp. 302-315, June
    2005.
  • FLAC3d Home Page, 2002. http//www.itascacg.com/
    flac3d.html
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