enhanced equal frequency partition method for the identification of a water demand system t. escobet...

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Enhanced Equal Frequency Partition Method for the Identification of a Water Demand System T. Escobet R.M. Huber A. Nebot F.E. Cellier Dept ESAII IRI Dept. LSI ECE Dept. UPC UPC/CSIC UPC UofA

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Page 1: Enhanced Equal Frequency Partition Method for the Identification of a Water Demand System T. Escobet R.M. Huber A. Nebot F.E. Cellier Dept ESAII IRI Dept

Enhanced Equal Frequency Partition Method for the Identification of a

Water Demand System

T. Escobet R.M. Huber A. Nebot F.E. Cellier

Dept ESAII IRI Dept. LSI ECE Dept.

UPC UPC/CSIC UPC UofA

Page 2: Enhanced Equal Frequency Partition Method for the Identification of a Water Demand System T. Escobet R.M. Huber A. Nebot F.E. Cellier Dept ESAII IRI Dept

Introduction

• The Equal Frequency Partition is one of the simplest unsupervised partitioning methods.

• However, EFP is sensitive to data distribution.

• A good partitioning is obtained if all possible behaviors of the system are represented with a comparable number of occurrences.

Page 3: Enhanced Equal Frequency Partition Method for the Identification of a Water Demand System T. Escobet R.M. Huber A. Nebot F.E. Cellier Dept ESAII IRI Dept

Introduction

• The first goal is to present an enhancement to the EFP method to be used within the FIR methodology that allows to reduce, to some extent, the data distribution dependency.

• The second goal is to use the EEFP method within the discretization step of FIR for the identification of a model of a water demand system.

Page 4: Enhanced Equal Frequency Partition Method for the Identification of a Water Demand System T. Escobet R.M. Huber A. Nebot F.E. Cellier Dept ESAII IRI Dept

Enhanced EFP method

The EEFP method eliminates multiple observations of the same behavioral pattern.

δ = range of similar observations. α = minimum number of occurrences to assume

that this behavioral pattern is over-represented.

Page 5: Enhanced Equal Frequency Partition Method for the Identification of a Water Demand System T. Escobet R.M. Huber A. Nebot F.E. Cellier Dept ESAII IRI Dept

FIR fuzzification processThen applies EFP to the remaining set of

significantly different patterns to decide on a meaningful set of landmarks.

Page 6: Enhanced Equal Frequency Partition Method for the Identification of a Water Demand System T. Escobet R.M. Huber A. Nebot F.E. Cellier Dept ESAII IRI Dept

Water demand application• The system to be modeled is the water

distribution network of the city of Sintra in Portugal.

Page 7: Enhanced Equal Frequency Partition Method for the Identification of a Water Demand System T. Escobet R.M. Huber A. Nebot F.E. Cellier Dept ESAII IRI Dept

Water demand application

• The water demands for each reservoir are measured data stemming from the water network.

• The other input variables are obtained from the simulation of a control model of the water demand system.

Page 8: Enhanced Equal Frequency Partition Method for the Identification of a Water Demand System T. Escobet R.M. Huber A. Nebot F.E. Cellier Dept ESAII IRI Dept

Discretization of system variables

• Demand 1 (Mabrao reservoir)

α=10% δ=1%

Page 9: Enhanced Equal Frequency Partition Method for the Identification of a Water Demand System T. Escobet R.M. Huber A. Nebot F.E. Cellier Dept ESAII IRI Dept

Discretization of system variables

• Second valve

α=10% δ=1%

Page 10: Enhanced Equal Frequency Partition Method for the Identification of a Water Demand System T. Escobet R.M. Huber A. Nebot F.E. Cellier Dept ESAII IRI Dept

Discretization of system variables

• The last input variable is the state of the pumps.

• Each pump is composed of two motors, that can either be both stopped, both pumping, or one stopped and one pumping.

Page 11: Enhanced Equal Frequency Partition Method for the Identification of a Water Demand System T. Escobet R.M. Huber A. Nebot F.E. Cellier Dept ESAII IRI Dept

Discretization of system variables

• Pressure-flow at node 4

α=10% δ=1%

Page 12: Enhanced Equal Frequency Partition Method for the Identification of a Water Demand System T. Escobet R.M. Huber A. Nebot F.E. Cellier Dept ESAII IRI Dept

Pressure-flow models errors

Page 13: Enhanced Equal Frequency Partition Method for the Identification of a Water Demand System T. Escobet R.M. Huber A. Nebot F.E. Cellier Dept ESAII IRI Dept

Prediction of the pressure-flow at node 4

FIR prediction with EFP (upper) and EEFP (lower)

Page 14: Enhanced Equal Frequency Partition Method for the Identification of a Water Demand System T. Escobet R.M. Huber A. Nebot F.E. Cellier Dept ESAII IRI Dept

Conclusions• In this paper an enhancement to the classical

Equal Frequency Partition method is presented.

• The EEFP method allows to obtain a better distribution of the data into classes.

• A real application i.e. water distribution network is studied.

• The prediction errors obtained when the EEFP method is used in the fuzzification process are lower than the ones obtained when the classical EFP method is used.