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Modeling and Design of Innovative Small Diameter Gravity Sewerage System

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The article presents modern methods of hydraulic design of an innovative small diameter gravity sewerage system. In this system, domestic wastewater is preliminary treated in septic tanks equipped with outlet filters, thus the effluent features are similar to those of clear water. Innovative non-return valves at the outlets eliminate introduction of air to the system and thus the flows can be treated as one-phase ones. Computer codes EPANET 2 and SWMM 5.0 were applied and compared. Two flow schemes typical for the sewerage system were implemented in EPANET 2, and the third – in a slightly modified SWMM 5.0. Simulation results were validated on empirical data obtained on a laboratory physical model, consisting of four tanks of minimum volumes 600 dm3 each, connecting PE pipelines of diameters 25 mm and 36 mm and relevant sanitary fittings. Water inflows, typical for domestic wastewater outflows from single homesteads, were provided by a pump. Water flows were measured using water metres with pulse outputs, and water levels in tanks by pressure transducers. Hydraulic characteristics of filters and non-return valves were provided. Simulation results showed good agreement with the empirical data. Ranges of values of design parameters, needed for successful application of both codes, were established and discussed.
Rocznik
Strony
162--173
Opis fizyczny
Bibliogr. 15 poz. rys., tab.
Twórcy
autor
  • Department of Hydraulic and Sanitary Engineering, Poznan University of Life Sciences, Piatkowska St. 94A, 60-649 Poznan, Poland
  • Department of Hydraulic and Sanitary Engineering, Poznan University of Life Sciences, Piatkowska St. 94A, 60-649 Poznan, Poland
autor
  • Department of Hydraulic and Sanitary Engineering, Poznan University of Life Sciences, Piatkowska St. 94A, 60-649 Poznan, Poland
Bibliografia
  • 1. Allen T., Ditsworth R.L., 1972. Fluid mechanics. McGraw-Hill, New York, St. Louis, San Francisco, Toronto, London, Sydney
  • 2. Błażejewski R., Skubisz W., 2005. Small diameter gravity sewers – a new proposal for Polish rural areas. Sci. Papers of the Kielce University of Technology. Bud. 44. Kielce
  • 3. Bowne W.C., Naret R.C., Otis R.J., 1991. Alternative wastewater collection systems. EPA-625/1–91–024; US EPA. Office of Water. Washington. D.C.
  • 4. Crites R., Tchobanoglous G., 1998. Small and decentralized wastewater management systems. Mc- Graw-Hill, Boston
  • 5. Dias S.P., Matos J.S., 2001. Small diameter gravity sewers: self-cleansing conditions and aspects of wastewater quality. Water Sci. and Tech., 43(5), 111–118.
  • 6. Kreissl J., Linahan D.V., Naret R., Lombardo P., 2008. Alternative Sewer Systems – MOP FD-12. 2nd Edition. WEF Press. Alexandria. Virginia
  • 7. Little C.J., 2004. A comparison of sewer reticulation system design standards gravity. vacuum. and small bore sewers. Water SA. 30(5), 685–692
  • 8. Nawrot T., 2011. Hydraulic characteristics of septic tank fittings in small diameter gravity sewer systems (in Polish). Nauka Przyr. Technol. 5(5), #91.
  • 9. Ontario Ministry of the Environment, 2008. Clearford Small Bore Sewer™ System http://www.clearford.com/SBS/index.shtml
  • 10. Otis R.J., Mara D., 1985. The Design of Small Bore Sewer Systems. United Nations Development Programme. Interregional Project INT/81/047
  • 11. Palmer N., Lightbody P., Fallowfield H., Harvey B., 2010. Australia’s most successful alternative to sewerage: SA’s septic tank effluent disposal schemes. http://www.efm.leeds.ac.uk/CIVE/Sewerage/articles/australia.pdf
  • 12. Rossman L., 2000. EPANET 2 Users Manual. Cincinnati. OH
  • 13. Rossman L., 2010. Storm Water Management Model Version 5.0 Users Manual. Cincinnati. OH
  • 14. Simmons J.D., Newman J.O., 1985. Small-diameter, variable grade gravity sewers. Journal (Water Pollution Control Federation), Vol. 57, No. 11
  • 15. USEPA, 1988. Variable Grade Sewers. Special Evaluation Project. Design module 22NSFC.
Uwagi
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5fdea644-cc99-4c41-9f2d-8c090ca277c1
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