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논문 기본 정보

자료유형
학위논문
저자정보

장동우 (인천대학교, 인천대학교 일반대학원)

지도교수
최계운
발행연도
2017
저작권
인천대학교 논문은 저작권에 의해 보호받습니다.

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이 논문의 연구 히스토리 (3)

초록· 키워드

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The non-revenue water (NRW) ratio in the water distribution systems is the ratio of losses from unbilled authorized consumption, apparent losses and real losses among the overall amount of water supply (tap water supplied from water purification plants). The NRW ratio is one of the factors that determines priorities in the implementation of the project to improve water distribution systems, and identifying the parameters that affect this ratio is useful in maintenance planning for a district metered area (DMA). It is often difficult, however, to estimate the NRW ratio in districts with no DMA, uncertain management departments and pipe network operations that are not optimized. So selecting and determining the influencing factors of the NRW ratio according to an area’s characteristics is an essential element in the implementation of the project to improve water distribution systems.
Many studies analyze data using statistical techniques and identify the factorial relationship as a method to estimate the NRW ratio. In particular, the method of applying the regression equation through multiple regression analysis is widely applied to the estimation of the NRW ratio. This method is among the statistical analysis methods that use the main parameters of water distribution systems as the independent variable and calculates the NRW ratio as the dependent variable. Its disadvantage, however, lower accuracy compared to the measured NRW ratio.
Therefore, Methodologies were suggested to estimating the NRW ratio using the Artificial Neural Network (ANN) and Principal Component Analysis (PCA) with main parameters of water distribution systems. After analyzing the main parameters of the water distribution networks, a parameter classification system for NRW ratio estimation was established with physical, operational and socioeconomic factors. Also, the selected parameters were converted into dimensionless data through PCA and applied to an ANN, then compared to original data usage conditions to determine the accuracy of NRW ratio estimation.
As a result, the method using ANN was found to be more accurate in estimating the NRW ratio than multiple regression analysis. In addition, the most accurate estimation of the NRW ratio was possible when PCA was applied to ANN. The suitability of the selected main parameters of the water distribution systems was verified through the ANN simulation, and the optimal number of hidden neurons required for estimation of the NRW ratio in the ANN model and appropriate analysis technique were presented. The estimation accuracy of the NRW ratio in water distribution systems using the ANN with the optimal number of neurons was higher than existing statistical methods; yet such accuracy might be lowered depending on the number of hidden neurons in the ANN model. In addition, research confirmed that non-dimensional parameters considering the correlation between the physical and operational parameters in the water distribution systems were calculated through PCA, and NRW ratio estimation using principal components was statistically significant. The accuracy of such estimation was improved by using the principal component data.
In this study, the influence factors of the NRW ratio were derived from ANN, statistical techniques and existing research examples. And the methodology of NRW ratio calculation was verified after applying selected parameters to the test bed. The methodologies and guidelines for estimating the NRW ratio using ANN and PCA based on local data can be applied to decide on a project to improve management of a water distribution system. They are also expected to be helpful for devising an optimal operation method of water supply facilities for water network analysis and DMA construction.

목차

Chapter 1. Introduction 1
1.1. Research Background and Objectives 1
1.2. Research Scope and Contents 5
1.3. Literature Review 7
1.3.1 Main Influential Parameters of NRW Ratio 7
1.3.2 Research on Estimation of NRW Ratio 10
1.3.3 Application of ANN to Water Distribution Systems 12
Chapter 2. Theriotical Background 17
2.1. Estimation of NRW Ratio in Water Distribution Systems 17
2.1.1 Definition of NRW Ratio in Water Distribution Systems 17
2.1.2 Calculaltion of NRW Ratio in Water Distribution Systems 19
2.2. Inclusion of Energy Consumption Parameter in NRW Ratio Estimation 21
2.3. Methods for NRW Ratio Estimation Using Statistical Analysis 23
2.3.1 Correlation Analysis Using Pearson Correlation Coefficient 23
2.3.2 Variation Analysis of Parameters Based on ANOVA 24
2.3.3 Estimation of NRW Ratio Using Multiple Regression Analysis 26
2.3.4 Data Standardization Based on Z-score 27
2.4. Principal Component Analysis for More Accurate NRW Ratio Estimation 28
2.5. Principle of Artificial Neural Network for the Estimation of NRW Ratio 31
Chapter 3. Selection of Parameters for the Estimation of NRW Ratio 33
3.1 Development of Parameter Classification System for Estimation of NRW Ratio 33
3.1.1 Parameter Classification at Water Distribution Systems in Abroad 33
3.1.2 Parameter Classification at Water Distribution Systems in Korea 39
3.1.3 Establishment of Parameter Classification System 43
3.2. Parameter Classification per Data Quantification 49
3.2.1 Parameter Classification between Direct and Indirect Factors 49
3.2.2 Description of Operational Parameters 54
3.2.3 Description of Socioeconomic Parameters 57
3.3. Final Parameter Selection for Estimation of NRW Ratio 59
Chapter 4. Development of Methodology for Estimation of NRW Ratio Using ANN & PCA 61
4.1 General Approaches to Direction of NRW Ratio Estimation 61
4.2. Development of Development for Application of ANN in Estimation of NRW Ratio 62
4.2.1 Application of ANN for Efficiency Improvement in Estimation of NRW Ratio 62
4.2.2 Composition of Input Layer in ANN Model 63
4.2.3 Composition of Output Layer in ANN Model 64
4.2.4 Composition of Hidden Layer in ANN Model 64
4.3. Methodology for Estimating NRW Ratio by Statistical Analysis with PCA 67
4.3.1 Analysis of Efficiency Improvement using PCA in Statistical Analysis 67
4.3.2 Application of PCA for Efficiency Improvement in ANN Analysis 68
4.3.3 Development of Methodology for Application of PCA in NRW Ratio Estimation 70
4.4. Development of Methodology for PCA-ANN Application in Estimation of NRW Ratio 71
Chapter 5. Application of Developed Methodologies in Test Bed 75
5.1. General Description of Test Bed 75
5.1.1 General Description of Regional Characteristics 75
5.1.2 Description of Water Distribution Systems and DMA 78
5.1.3 Water Demand Data Indicated at Designed Water Distribution Systems 82
5.1.4 Hydraulic Characteristics at Designed Water Distribution Systems 84
5.1.5 Summary of Deteriorated Pipe Characteristics from Technical Diagnosis Report 86
5.2. Data Collection of Parameters 89
5.2.1 Parameter Selection for NRW Ratio Analysis 89
5.2.2 Data Collection for Selected Parameters 90
5.3 Statistical Analysis for the Relationship between Selected Parameters 94
5.3.1 Basic Statistical Analysis for Verification of Data Availability 94
5.3.2 Correlation Analysis of Selected Parameters and NRW Ratio 97
5.3.3 PCA of Selected Parameters for Application of Developed Methodologies 98
5.4. Estimation of NRW Ratio Using Multiple Regression Analysis for Application of Developed Methodologies 100
5.4.1 Review for Existing Multiple Regression Analysis 100
5.4.2 Results of Multiple Regression Analysis Using Original Parameters 101
5.4.3 Results of Multiple Regression Analysis Using PCA Parameters 109
5.4.4 Selection of Main Parameters for Application of ANN & PCA 114
Chapter 6. Applicability Assessment on Developed Methodology of ANN & PCA 117
6.1. Application to Test Bed Using ANN & PCA for Estimation of NRW Ratio 117
6.1.1 Model Construction for ANN Simulation 117
6.1.2 Simulation Cases for Estimaion of NRW Ratio 117
6.1.3 Estimation of NRW Ratio by Using ANN Simulation 119
6.1.4 Estimation of NRW Ratio by Using ANN & PCA 125
6.2. Accuracy Assessment for Analyzing Application Method 131
6.3. Discussions for Future Application 135
Chapter 7. Conclusions 138
References 141
국문초록 148

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