A water distribution network (WDN) should accommodate the abnormal conditions caused by failures. These types of failures can be classified into two groups; mechanical failures and hydraulic failures. Mechanical failure is caused due to malfunctioning of the network elements such as pipe breakage. Hydraulic failure, on the other hand, considers system failure due to distributed flow and pressure head which are inadequate at one or more demand points. This study deals with the calculation of the hydraulic system reliability of an existing WDN. A case study was carried out on a part of Ankara (Turkey) WDN. The daily demand curves for the area were drawn using the data that were taken from SCADA of the water utility. The friction coefficients of the pipes and storage tank water elevation were taken as other uncertainty parameters. The sensitivity analysis for the effects of system characteristics and model assumptions were carried out. Results of this study were helpful to see the effects of different parameters on the hydraulic reliability calculations and for assessment of the methods for improving the reliability for the network.
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Metin M¿s¿rdal¿, 1979 Ankara, Turkey. MSc: Middle East Technical Universtiy Civil Engineering Dept. Water Resources Laboratory. Deputy General Manager at Yolsu Engineering Services Ltd.
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Kartoniert / Broschiert. Zustand: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: MISIRDALI MetinMetin Misirdali, 1979 Ankara, Turkey. MSc: Middle East Technical nUniverstiy nCivil Engineering Dept. Water Resources Laboratory. nDeputy General Manager at Yolsu Engineering Services Ltd.A water distribution netwo. Bestandsnummer des Verkäufers 4960610
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Taschenbuch. Zustand: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - A water distribution network (WDN) should accommodate the abnormal conditions caused by failures. These types of failures can be classified into two groups; mechanical failures and hydraulic failures. Mechanical failure is caused due to malfunctioning of the network elements such as pipe breakage. Hydraulic failure, on the other hand, considers system failure due to distributed flow and pressure head which are inadequate at one or more demand points. This study deals with the calculation of the hydraulic system reliability of an existing WDN. A case study was carried out on a part of Ankara (Turkey) WDN. The daily demand curves for the area were drawn using the data that were taken from SCADA of the water utility. The friction coefficients of the pipes and storage tank water elevation were taken as other uncertainty parameters. The sensitivity analysis for the effects of system characteristics and model assumptions were carried out. Results of this study were helpful to see the effects of different parameters on the hydraulic reliability calculations and for assessment of the methods for improving the reliability for the network. Bestandsnummer des Verkäufers 9783639134872
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Taschenbuch. Zustand: Neu. Hydraulic System Reliability of Water Distribution Networks | Approach, Methodology and A Case Study | Metin Misirdali | Taschenbuch | Einband - flex.(Paperback) | Englisch | 2009 | VDM Verlag Dr. Müller | EAN 9783639134872 | Verantwortliche Person für die EU: OmniScriptum GmbH & Co. KG, Bahnhofstr. 28, 66111 Saarbrücken, info[at]akademikerverlag[dot]de | Anbieter: preigu. Bestandsnummer des Verkäufers 101644307
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