Hydraulic model for multi-sources reclaimed water pipe network based on EPANET and its applications in Beijing, China

JIA Haifeng1, WEI Wei1, XIN Kunlun2

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PDF(1008 KB)
Front. Environ. Sci. Eng. ›› 2008, Vol. 2 ›› Issue (1) : 57-62. DOI: 10.1007/s11783-008-0013-0

Hydraulic model for multi-sources reclaimed water pipe network based on EPANET and its applications in Beijing, China

  • JIA Haifeng1, WEI Wei1, XIN Kunlun2
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Abstract

Water shortage is one of the major water related problems for many cities in the world. The planning for utilization of reclaimed water has been or would be drafted in these cities. For using the reclaimed water soundly, Beijing planned to build a large scale reclaimed water pipe networks with multi-sources. In order to support the plan, the integrated hydraulic model of planning pipe network was developed based on EPANET supported by geographic information system (GIS). The complicated pipe network was divided into four weak conjunction subzones according to the distribution of reclaimed water plants and the elevation. It could provide a better solution for the problem of overhigh pressure in several regions of the network. Through the scenarios analysis in different subzones, some of the initial diameter of pipes in the network was adjusted. At last the pipe network planning scheme of reclaimed water was proposed. The proposed planning scheme could reach the balances between reclaimed water requirements and reclaimed water supplies, and provided a scientific basis for the reclaimed water utilization in Beijing. Now the scheme had been adopted by Beijing municipal government.

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JIA Haifeng, WEI Wei, XIN Kunlun. Hydraulic model for multi-sources reclaimed water pipe network based on EPANET and its applications in Beijing, China. Front.Environ.Sci.Eng., 2008, 2(1): 57‒62 https://doi.org/10.1007/s11783-008-0013-0

References

1. Jia H Guo R Xin K Wang J Research on wastewaterreuse planning in Beijing central regionWater Science and Technology 2005 51(10)195202
2. Jankovic N B Maksimovic C Butler D Graham N J D Use of flowmeters for managing water supply networksJournal of Water Resources Planning and Management 2004 130(2)171180. doi:10.1061/(ASCE)0733‐9496(2004)130:2(171)
3. Walski T M Chase D V Savic D A Water Distribution ModellingWaterbury, USAHaestad Press 2001
4. Zhao J S Zhao Y L Research on trends and applicationprospects of GISEngineering of Surveyingand Mapping 2000 9(2)2225(in Chinese)
5. Rossman L A Epanet2 Users ManualCincinnatiEnvironmental Protection Agency 2000
6. Ormsbee L E Lingireddy S Calibrating hydraulic networkmodelsJournal of American Water Works Association 1997 89(2)4250
7. Lin L Y Tracy J Lee F Irrigation pipe network design using geographic informationsystemIn: Surampalli R YEnvironmental and Pipeline Engineering 2000. AmericanSociety of Civil Engineers, Kansas 2000 531540
8. Yan S X Liu S Q Feedwater and Drainage DistributionSystemBeijingChina Architecture & Building Press 2002 126130(in Chinese)
9. Yan S X Zhao H B Theory and Calculations ofWater Distri bution SystemsBeijingChina Architecture & Building Press 1986 (in Chinese)
10. Allen W R WaterManagement Models: A Guide to SoftwareEnglewood Cliffs, USAPrenticeHall 1995
11. Walski T M Gessler J Sjostrom J W Water Distribution Systems: Simulation and SizingChelsea, USALewis Publishers 1990
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