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2014 | 21 | 2 | 215-228
Tytuł artykułu

Optimization of The Hydraulic System of The Storage Reservoir Hydraulically Unloading The Sewage Network

Treść / Zawartość
Warianty tytułu
PL
Optymalizacja Układu Hydraulicznego Zbiornika Retencyjnego Odciążającego Hydraulicznie Sieć Kanalizacyjną
Języki publikacji
EN
Abstrakty
EN
After presentation of the characteristics of a water reservoir in CaCO3 excavation pit, called the Turkusowe Lake, situated in the Wolin National Park on the Wolin Island, available results of the analyses referring to the quality of surface water of this water reservoir and being carried out since 1986 as well as those of own studies being carried out from 1999 to 2010 were gathered, collecting this way a research material covering the quarter-century 1986-2010. It was shown that the Turkusowe Lake is a water reservoir being resistant by nature to eutrophication (lake basin development and depth, surrounding by the heights adhering to it, and presence of CaCO3 building the lake basin), whereas an increase in the trophic level and development of eutrophication phenomena in the form of weak phytoplankton blooms being observed, particularly in 2005-2010, is connected with increased anthropogenic pressure in the form of direct discharge of municipal sewage to the lake and waste-water to the soil in the alimentation zone of underground waters feeding this lake. The extent of anthropogenic pressure was so big that it started to prevail over the natural processes limiting an increase in the trophic level in this lake.
Słowa kluczowe
Wydawca

Rocznik
Tom
21
Numer
2
Strony
215-228
Opis fizyczny
Daty
online
2014-07-08
Twórcy
  • Department of Infrastructure and Sustainable Development, Faculty of Civil and Environmental Engineering, Rzeszow University of Technology, al. Powstańców Warszawy 12, 35-959 Rzeszów, Poland, phone +48 17 865 11 51, fax +48 17 865 1172, stec_aga@prz.edu.pl
  • Department of Infrastructure and Sustainable Development, Faculty of Civil and Environmental Engineering, Rzeszow University of Technology, al. Powstańców Warszawy 12, 35-959 Rzeszów, Poland, phone +48 17 865 11 51, fax +48 17 865 1172, daniels@prz.edu.pl
Bibliografia
  • [1] Carlson TN, Arthur ST. The impact of land use - land cover changes due to urbanization on surface microclimate and hydrology: a satellite perspective. Global and Planetary Change. 2000;25:49-65. DOI: 10.1016/S0921-8181(00)00021-7.[Crossref]
  • [2] Pauleit S, Ennos R, Golding Y. Modeling the environmental impacts of urban land use and land cover change - a study in Merseyside, UK. Landscape and Urban Planning. 2005;71:295-310. DOI: 10.1016/j.landurbplan.2004.03.009.[Crossref]
  • [3] Dallman S, Piechota T. Stormwater: Asset Not Liability. The Los Angeles and San Gabriel Rivers Watershed Council, Los Angeles: 1999. http://www.amazon.com/Stormwater-Liability-Suzanne-Dallman-Ph-D/dp/1453872329.
  • [4] Chralowicz D, Dominguez A, Goff T, Mascali M, Taylor E. Infiltration of Urban Stormwater Runoff to Recharge Groundwater Used for Drinking Water: A Study of the San Fernando Valley. California: Project Report. University of California; 2001. http://www.esm.ucsb.edu/research/2001Group_Projects/ Final_Docs/stormwater_final.pdf
  • [5] Walsh CJ. Urban impacts on the ecology of receiving waters: a framework for assessment, conservation and restoration. Hydrobiology. 2000;431:107-114. DOI: 10.1023/A:1004029715627.[Crossref]
  • [6] Wong THF, Breen PF, Lloyd SD. Water sensitive road design - Design options for improving stormwater quality or road runoff. Technical report 00/01. Cooperative Research Centre for Catchment Hydrology; Melbourne: 2000. http://www.clearwater.asn.au/user-data/resource-files/technical200001.pdf.
  • [7] Roesner LA, Bledsoe BP, Brasher RW. Are best-management practice criteria really environmentally friendly? J Water Resources Plan Manage. 2001;May/June:150-154. http://ascelibrary.org/doi/abs/10.1061/%28ASCE%290733-9496%282001%29127%3A3%28150%29.[Crossref]
  • [8] Paul M, Meyer J. Streams in the urban landscape. Annu Rev Ecol Syst. 2001;32:333-365. DOI: 10.1146/annurev.ecolsys.32.081501.114040.[Crossref]
  • [9] Rauch W, Bertrand-Krajewski J, Krebs P, Mark O, Schilling W, Schütze M, et al. Mathematical modelling of integrated urban drainage systems. Wat Sci Tech. 2002;45:81-94. http://modeleau.fsg.ulaval.ca/fileadmin/modeleau/documents/Publications/pvr289.pdf.
  • [10] Hatt BE, Fletcher TD, Walsh CJ, Taylor SL. The influence of urban density and drainage infrastructure on the concentrations and loads of pollutants in small streams. Environ Manage. 2004;34:112-124. DOI: 10.1007/s00267-004-0221-8.[Crossref][PubMed]
  • [11] Semadeni-Davies A, Hernebring C, Svensson G, Gustafsson L. The impacts of climate change and urbanisation on drainage in Helsingborg, Sweden: Combined sewer system. J Hydrology. 2008;350:100- 113. DOI: 10.1016/j.jhydrol.2007.05.028.[WoS][Crossref]
  • [12] Daniel MH, Montebelo AA, Bernardes MC, Ometto JP, de Camargo PB, Krusche AV, et al. Effects of urban sewage on dissolved oxygen, dissolved inorganic and organic carbon, and electrical conductivity of small streams along a gradient of urbanization in the Piracicaba River Basin. Water Air and Soil Pollut. 2002;136:189-206. DOI: 10.1023/A:1015287708170.[Crossref]
  • [13] Durchschlag A, Härtel L, Hartwig P, Kaselow M, Kollatsch D, Schwentner G. Total emissions from combined sewer overflow and wastewater treatment plants. European Water Pollut Control. 1991;6:13-23.
  • [14] Directive 2000/60/EC of the European Parliament and of the Council of 23 October 2000 establishing a framework for Community action in the field of water policy in 2000.
  • [15] Elliott AH, Trowsdale SA. A review of models for low impact urban stormwater drainage. Environ Modelling & Software. 2007;22:394-405. DOI: 10.1016/j.envsoft.2005.12.005.[Crossref]
  • [16] Wong THF, Fletcher TD, Duncan HP, Coleman JR, Jenkins GA. A model for urban stormwater improvement conceptualisation. In: International Environ Modelling and Software Society Conference. Lugano, Switzerland; 2002. http://www.iemss.org/iemss2002/proceedings/pdf/volume%20uno/358_wong.pdf.
  • [17] Ellis J. Infiltration Systems: A sustainable source-control option for urban stormwater quality management. Water and Environ J. 2000;14:27-34. DOI: 10.1111/j.1747-6593.2000.tb00222.x.[Crossref]
  • [18] Getter KL, Rowe DB. The role of extensive green roofs in sustainable development. Hort Sci. 2006;41(5):1276-1285. http://hortsci.ashspublications.org/content/41/5/1276.full.pdf.
  • [19] Hancock GS, Holley JW, Chambers RM. A field-based evaluation of wet retention ponds: how effective are ponds at water quantity control. J Amer Water Resour Associat. 2010;46:1145-1158. DOI: 10.1111/j.1752-1688.2010.00481.x.[Crossref][WoS]
  • [20] Dziopak J. Modelowanie wielokomorowych zbiorników retencyjnych w kanalizacji. Rzeszów: Oficyna Wydawnicza Politechniki Rzeszowskiej; 2004.
  • [21] Kisiel A. Kanalizacyjne zbiorniki z komorą podciśnieniową napełnianą układem pomp ssąco-tłoczących. Materiały XIV Konferencji Naukowo-Technicznej nt. Aktualne Problemy Gospodarki Wodno Ściekowej. Ustroń: 2004.
  • [22] Holland M. Computer Models of Wastewater Collection Systems. Cambridge: Harvard Water Resour Group; 1966.
  • [23] Liebman J. A heuristic aid for the design of sewer networks. J of the Sanitary Eng Division. 1967;4:81-90.
  • [24] Schutze M, Butler D, Bruce Beck M. Optimisation of control strategies for the urban wastewater system - an integrated approach. Water Sci and Technol. 1999;39. http://www.iwaponline.com/wst/03909/wst039090209.htm.
  • [25] Rauch W, Harremoës P. On the potential of genetic algorithms in urban drainage modeling. Urban Water. 1999;1. http://www.sciencedirect.com/science/article/pii/S1462075899000102#.
  • [26] Boomgaard ME, Langeveld JG, Clemens F. Wastewater system optimization using genetic algorithms. World Water Congress; 2001. DOI: 10.1061/40569(2001)498.[Crossref]
  • [27] Fu G, Butler D, Khu S. Multiple objective optimal control of integrated urban wastewater systems. Environ Modelling & Software. 2008;23. DOI: 10.1016/j.envsoft.2007.06.003.[Crossref]
  • [28] Fu G, Khu S, Butler D. Optimal distribution and control of storage tank to mitigate the impact of new developments on receiving water quality. J of Environ Eng. 2010;136. http://ascelibrary.org/doi/ abs/10.1061/%28ASCE%29EE.1943-7870.0000161.[WoS][Crossref]
  • [29] Stec A, Słyś D. Effect of development of the town of Przemysl on operation of its sewerage system. Ecol Chem Eng S. 2013;2:381-396. DOI: 10.2478/eces-2013-0028.[Crossref]
  • [30] Słyś D, Dziopak J. Development of mathematical model for sewage pumping-station in the modernized combined sewage system for the town of Przemyśl. Polish J Environ Stud. 2011;3:743-753.
  • [31] Dziopak J, Słyś D. The importance of planned reservoirs for the operation of the sewage system of the Zasanie district of the city of Przemysl and their impact on the status of the San River. Rzeszów; 2008.
  • [32] Słyś D, Stec A. Hydrodynamic modeling of the combined sewage system for the city of Przemyśl. Environ Protect Eng. 2012;4:99-112. DOI: 10.5277/EPE120409.[Crossref]
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.-psjd-doi-10_2478_eces-2014-0017
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