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

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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. Introduction. - PowerPoint PPT Presentation

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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. CellierDept ESAII IRI Dept. LSI ECE Dept.

UPC UPC/CSIC UPC UofA

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.

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.

Enhanced EFP methodThe 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.

FIR fuzzification processThen applies EFP to the remaining set of

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

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

distribution network of the city of Sintra in Portugal.

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.

Discretization of system variables• Demand 1 (Mabrao reservoir)

α=10% δ=1%

Discretization of system variables• Second valve

α=10% δ=1%

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.

Discretization of system variables

• Pressure-flow at node 4

α=10% δ=1%

Pressure-flow models errors

Prediction of the pressure-flow at node 4FIR prediction with EFP (upper) and EEFP (lower)

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.

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