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Managing Disasters Using Pressure Dependent Demand Analysis – Case Study of Shirpur Town | ||
Civil Engineering Infrastructures Journal | ||
مقاله 9، دوره 49، شماره 2، اسفند 2016، صفحه 339-346 اصل مقاله (358.66 K) | ||
نوع مقاله: Technical Notes | ||
شناسه دیجیتال (DOI): 10.7508/ceij.2016.02.010 | ||
نویسندگان | ||
Madhuri Rahul Mulay* 1؛ Mahendra S Kadu2؛ Sanjay V Dahasahasra3 | ||
1R.K.N.E.C. Engineering College, Nagpur, India | ||
2Head and Professor, R.K.N.E.C. Engineering College, Nagpur, India | ||
3Former Member Secretary, Maharashtra Jeevan Pradhikaran,(water Supply Department, government of Maharashtra) Mumbai, and Former President, Indian Water Works Association, Mumbai, India | ||
چکیده | ||
Water is the most essential component for sustaining lives of humans and other living creatures. Supplying potable water with adequate residual pressure is a fundamental responsibility of city administration, which they do during normal conditions. But sometimes, abnormal conditions are formed resulting pressure deficient conditions during the daily operations of water distribution networks. These are caused due to common occurrences such as pump failure, pipe bursts, and isolation of major pipes from the system for planned maintenance work and excessive firefighting demands. Total water stop conditions may arise, when the major source supplying water to the city fails in natural disaster such as floods, Tsunami, earthquake or manmade disaster such as terrorist attack. Unlike the pipe failure, longer time is required for restoring water in case of source failure condition. In such situations, the quantity of water is generally decreased and the water distribution systems (WDS) may not be able to satisfy all consumers’ demands. In this context, the assumption that all demands are fully satisfied regardless of the pressure in the system becomes unreasonable. A realistic behavior of the network performance can only be attained by considering demands to be pressure dependent. This paper aims to describe how pressure dependent demand analysis is useful for the simulation of disaster scenario due to source failure of the Shirpur town. The simulation of failure scenario is carried out using WaterGEMs software. The paper also aims to prepare the action plans for the recovery of water supply in such crisis conditions. | ||
کلیدواژهها | ||
Demand-Driven Analysis؛ Disaster؛ Disaster Management Plan؛ Hydraulic Model؛ Pressure Dependent Demand | ||
مراجع | ||
Abdy Sayyed, M.A.H. and Gupta, R. (2013). “Predicting deficient condition performance of water distribution networks”, Civil Engineering Infrastructure Journal, 46(2), 161-173.
Abdy Sayyed, M.A.H., Gupta, R. and Tanyimboh, T.T. (2014). “Modelling pressure deficient water distribution networks in EPANET”, Procedia Engineering, 89, 626-631.
Central Public Health and Environmental Engineering Organization (CPHEEO). (1999). Manual on water supply and treatment, Ministry of Urban Development, 3rd Edition.
India Census. (2011). www.censusindia.gov.in
Islam, M.S., Sadiq, R., Rodriguez,M. J., Najjaran, H., and Hoorfar, M. (2014). “Reliability assessment for water supply systems under uncertainties”, J. Water Resources Planning Management, 140(4), 468-479.
Laucelli, D., Berardi, L., Giustolisi, O. (2012). “Assessing climate change and asset deterioration impacts on water distribution networks: Demand-driven or pressure-driven network modeling?”, Environmental Modelling & Software, 37, 206-216.
Mani, A., Tabesh, M., and Zolfaghari, M.R. (2013). “Hydraulic performance of post-earthquake water distribution networks based on head driven simulation method”, Water Science and Technology: Water Supply, 13(5), 1281-1288.
Rasekh, A., and Brumbelow, K. (2014). “Drinking water distribution systems contamination management to reduce public health impacts and system service interruptions”, Environmental Modelling & Software, 51, 12-25.
Seyoum A.G. and Tanyimboh, T.T. (2014) “Practical Application of pressure-dependent EPANET extension”, Proceedings of 11th International Conference on Hydro informatics, New York City, USA.
Shirzad, A., Tabesh, M., Farmani, R. and Mohammadi, M. (2013). “Pressure-discharge relations with application to head-driven simulation of water distribution networks”, J. Water Resources Planning. Management, 39(6), 660-670.
Shivkumar, P. and Prasad, R.K. (2014). “Simulation of water distribution network under pressure-deficient condition”, Water Resources Planning Management, 28(10), 3271-3290
Shrivastava, M., Khare, R. and Prasad, V. (2014), “Effect of pressure dependent demand on pipe network analysis: A case study”, International Journal of Engineering Science and Technology (IJEST), 6(1), 7.
Suribabu, C.R. and Neelakantan, T.R. (2011), “Balancing reservoir based approach for solution to pressure deficient water distribution networks”, International Journal of Civil and Structural Engineering, 2(2), 648-656.
Tabesh, M., Tanyimboh, T.T., and Burrows, R. (2002). “Head-driven simulation of water supply networks”, International Journal of Engineering, Transactions A: Basics, 15(1), 11-22.
Tabesh, M., Shirzad, A., Arefkhani, V. and Mani, A. (2014). “A comparative study between modified and available demand driven based models for head driven analysis of water distribution networks”, Urban Water Journal, 11(3), 221-230
Tanyimboh T.T. and Templeman A.B. (2010). “Seamless pressure deficient water distribution system model”, Proceedings of the Institution of Civil Engineers Water Management, 163(8), 389-396.
Todini, E. (2006). “Towards realistic Extended Period Simulations (EPS) in looped pipe network”, 8th Annual Water Distribution Systems Analysis Symposium (WDSA), Reston, VA, United States.
Yi Wu, Zh. and Walski, T.M. (2006). “Pressure dependent hydraulic modelling for water distribution system under abnormal conditions”, IWA World Water Congress and Exhibition, Beijing, China.
Yi Wu, Zh., Wang, R.H., Walski, T.M., Yang, Sh.Y., Bowdler, D. and Baggett, Ch.C. (2006). “Efficient pressure dependent demand model for large water distribution system analysis”, 8th Annual International Symposium on Water Distribution System Analysis, Reston, VA, USA. Yi Wu, Z. (2012). "Efficient method for pressure dependent water distribution analysis", United States Patent, Patent Number: US008175859B1.
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