Modeling of Drinking Water Distribution Networks Using Stochastic Demand
Residential water demand is one of the most difficult parameters to determine when modeling drinking water distribution networks. It has been proven to be a stochastic process that can be characterized as a series of rectangular pulses with a set intensity, duration and frequency. These parameters c...
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| Vydané v: | Water resources management Ročník 26; číslo 7; s. 1779 - 1792 |
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| Hlavní autori: | , , |
| Médium: | Journal Article |
| Jazyk: | English |
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Dordrecht
Springer Netherlands
01.05.2012
Springer Springer Nature B.V |
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| ISSN: | 0920-4741, 1573-1650 |
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| Abstract | Residential water demand is one of the most difficult parameters to determine when modeling drinking water distribution networks. It has been proven to be a stochastic process that can be characterized as a series of rectangular pulses with a set intensity, duration and frequency. These parameters can be determined using stochastic models such as the Neyman-Scott Rectangular Pulse (NSRP) model. The NSRP model is based on the solution of a non-linear optimization problem. This solution involves theoretical moments that represent the synthetic demand series (equiprobable) and the observed moments (field measurements) that statistically establish the measured demand series. The NSRP model has been applied for residential demand, and the results have been published. However, this model has not been validated for a real distribution network or compared with traditional methods. The present study compared the results of synthetic stochastic demand series, which were calculated using the NSRP model, applied to the determination of pressures, flow rates and leaks; to the results obtained using traditional simulation methods, which use the curve of hourly variation in demand, and to actual pressure and flow rate measurements. The Humaya sector of Culiacan, Sinaloa, Mexico, was used as the study area. |
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| AbstractList | Residential water demand is one of the most difficult parameters to determine when modeling drinking water distribution networks. It has been proven to be a stochastic process that can be characterized as a series of rectangular pulses with a set intensity, duration and frequency. These parameters can be determined using stochastic models such as the Neyman-Scott Rectangular Pulse (NSRP) model. The NSRP model is based on the solution of a non-linear optimization problem. This solution involves theoretical moments that represent the synthetic demand series (equiprobable) and the observed moments (field measurements) that statistically establish the measured demand series. The NSRP model has been applied for residential demand, and the results have been published. However, this model has not been validated for a real distribution network or compared with traditional methods. The present study compared the results of synthetic stochastic demand series, which were calculated using the NSRP model, applied to the determination of pressures, flow rates and leaks; to the results obtained using traditional simulation methods, which use the curve of hourly variation in demand, and to actual pressure and flow rate measurements. The Humaya sector of Culiacan, Sinaloa, Mexico, was used as the study area. Residential water demand is one of the most difficult parameters to determine when modeling drinking water distribution networks. It has been proven to be a stochastic process that can be characterized as a series of rectangular pulses with a set intensity, duration and frequency. These parameters can be determined using stochastic models such as the Neyman-Scott Rectangular Pulse (NSRP) model. The NSRP model is based on the solution of a non-linear optimization problem. This solution involves theoretical moments that represent the synthetic demand series (equiprobable) and the observed moments (field measurements) that statistically establish the measured demand series. The NSRP model has been applied for residential demand, and the results have been published. However, this model has not been validated for a real distribution network or compared with traditional methods. The present study compared the results of synthetic stochastic demand series, which were calculated using the NSRP model, applied to the determination of pressures, flow rates and leaks; to the results obtained using traditional simulation methods, which use the curve of hourly variation in demand, and to actual pressure and flow rate measurements. The Humaya sector of Culiacan, Sinaloa, Mexico, was used as the study area.[PUBLICATION ABSTRACT] |
| Author | Alcocer-Yamanaka, Victor H. Arreguin-Cortes, Felipe I. Tzatchkov, Velitchko G. |
| Author_xml | – sequence: 1 givenname: Victor H. surname: Alcocer-Yamanaka fullname: Alcocer-Yamanaka, Victor H. organization: Mexican Institute of Water Technology – sequence: 2 givenname: Velitchko G. surname: Tzatchkov fullname: Tzatchkov, Velitchko G. email: velitchk@tlaloc.imta.mx organization: Mexican Institute of Water Technology – sequence: 3 givenname: Felipe I. surname: Arreguin-Cortes fullname: Arreguin-Cortes, Felipe I. organization: Comision Nacional del Agua |
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| Cites_doi | 10.1061/(ASCE)0733-9429(1995)121:3(232) 10.1029/WR025i002p00295 10.1023/A:1024100518186 10.1098/rspa.1987.0039 10.1061/40685(2003)107 10.1029/WR020i011p01611 |
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| Keywords | Residential water demand Water distribution network models Neyman-Scott Rectangular Pulse (NSRP) model Stochastic water demand simulation pressure networks North America frequency stochastic models solution optimization water resource management drinking water stochastic processes methodology |
| Language | English |
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Wiley Alcocer-Yamanaka V (2007) Flujo estocástico y transporte en redes de distribución de agua potable, PhD Thesis, Universidad Nacional Autónoma de México, p 240 (in Spanish) BuchbergerSWuLA model for instantaneous residential water demandsJ Hydraul Eng ASCE1995121323224610.1061/(ASCE)0733-9429(1995)121:3(232) 9979_CR19 9979_CR16 D Entekhabi (9979_CR17) 1989; 25 9979_CR15 9979_CR18 I Rodriguez-Iturbe (9979_CR23) 1984; 20 F Kiya (9979_CR20) 1989 V Alcocer-Yamanaka (9979_CR7) 2008; 33 9979_CR11 9979_CR14 9979_CR13 S Buchberger (9979_CR12) 1995; 121 9979_CR27 9979_CR26 I Rodriguez-Iturbe (9979_CR24) 1987; A 410 9979_CR1 9979_CR2 9979_CR3 9979_CR4 S Alvisi (9979_CR10) 2003; 17 9979_CR5 9979_CR22 9979_CR6 9979_CR25 9979_CR8 9979_CR9 9979_CR21 |
| References_xml | – reference: Alcocer-Yamanaka V, Tzatchkov V, Zheng W (2009b) Spectral analysis of instantaneous residential water demand series, Integrating Water Systems - Computing and Control in the Water Industry (CCWI), CRCPress/A.A. Balkema Publishers – Taylor & Francis Group, Joby Boxall and Cêdo Maksimović - Editors 2009, Sheffield, UK. pp 503–508 – reference: EntekhabiDRodríguez-IturbeIEaglesonPProbabilistic representation of the temporal rainfall process by a modified Neyman-Scott rectangular pulses model: parameter estimation and validationWater Resour Res198925229530210.1029/WR025i002p00295 – reference: Mellor D (2007) Generalized Neyman-Scott model, Version 3.3.1 beta. GNU (General Public License), Copyright 1989, 1991 Free Software Foundation Inc, Cambridge, MA, USA – reference: Alcocer-Yamanaka V, Tzatchkov V (2003) Modelo de transporte de sustancias en flujo no permanente en redes de agua potable. Instituto Mexicano de Tecnología del Agua–Comisión Nacional del Agua. Research project report (in Spanish). – reference: Guercio R, Magini R, Pallavicini I (2001) Instantaneous residencial water demand as stochastic point process. Water Resources Management. Brebbia et al. 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