Capacity and Cost Calculations of Swales
Öz
The Best Management Practices (BMP), designed to reduce the adverse impacts of urbanization and population growth and make more use of rainwater, are built to design water-sensitive cities. With these applications, it is aimed to reduce the amount of runoff increasing due to urbanization, to increase the amount of water infiltrating into the ground, to delay the peak discharge formation, to decrease the peak discharge and to increase the water quality. Swales are one of these practices and it is advisable to use them extensively because they are important contributions to maximum benefit from rainwater. As the swales are economical and easier to apply than other rainwater systems, today its importance increases. In this study, the capacity calculations of the swales, the design parameters, the construction and maintenance costs of the swales are explained in detail and an example calculation of the swale is given. In this way, it is aimed to contribute to spreading the applications of the swale in our country.
Anahtar Kelimeler
Swale,Capacity calculation,Cost calculation,Design parameters
Kaynakça
- Auckland Regional Council (ARC). (1992). "Stormwater Treatment Devices Design Guideline Manual". Technical Publication (10). California Stormwater Quality Association. (2003)."Stormwater Best Management Practice (BMP) Handbook: New Development and Redevelopment, Section Vegetated Swale". Center for Watershed Protection (CWP). (1998). "Better Site Design: A Handbook for Changing Development Rules in Your Community". Ellicott City, Maryland. Claytor RA. Schueler TR. (1996). "Design of Stormwater Filtering Systems". Center for Watershed Protection and Chesapeake Research Consortium, Ellicott, USA. ConnDOT Drainage Manual. (2000). "Storage Facilities Chapter 10: Outlet Hydraulics". Department of Natural Resources and Water (2007). "Queenslad Urban Drainage Manual (QUDM)". Vol(1), Brisbane, Australia. Department of Planning and Local Government. (2010)."Water Sensitive Urban Design (WSUD) Technical Manual for the Greater Adelaide Region". Adelaide, South Australia. Healty Waterways Partnership. (2006). "Water Sensitive Urban Design (WSUD) Technical Design Guidelines for South East Queensland". Metropolitan Council & Barr Engineering Company. (2001). "Minnesota Urban Small Sites Best Management Practice (BMP) Manual: Stormwater Best management Practices for Cold Climates. Section Constructed Wetlads:Wet Swales". Minneapolis, St. Paul, USA. Metropolitan Council & Barr Engineering Company. (2001). "Minnesota Urban Small Sites Best Management Practice (BMP) Manual: Stormwater Best management Practices for Cold Climates. Section Detention Systems: Dry Swales". Minneapolis, St. Paul, USA. Minnesota Pollution Control Agency (MPCA). (2000). "Protecting Water Quality in Urban Areas: Best Management Practices for Dealing with Storm Water Runoff from Urban, Suburban and Developing Areas of Minnesota". Minneapolis, USA. Southeastern Wisconsin Regional Planning Comission (SEWRPC). (1991)."Cost of Urban Nonpoint Source Water Pollution Control Measures".Waukesha, USA, Technical Report(31). Upper Parramatta River Catchment Trust. (2004). "Water Sensitive Urban Design (WSUD), Technical Guidelines for Western Sydney". URL-1: Devlet Su İşleri. "Toprak ve Su Kaynakları". www.dsi.gov.tr (Erişim Tarihi: 03 Haziran 2017). URL-2: Waterloc." Yağmursuyu Yönetim Sistemi". http://www.degora.com/pdf/gpwat09tr.pdf (Erişim Tarihi: 03 Haziran 2017). URL-3: Marmariç Ekolojik Yaşam Derneği. "Yağmur Hendeği ve Gölet".Marrnaric.org/marmaricte-permakultur-uygulamaları/yağmur-hendeği-ve-gölet/ (Erişim Tarihi: 03 Haziran 2017). URL-4: Kır Çocukları. "Tahtacıörencik’te Yağmur Hendekleri Çalışması I, II". https://kircocuklari.wordpress.com (Erişim Tarihi: 03 Haziran 2017). URL-5: Bostancık. "Yağmursuyu Toplama ve Depolama". bostancik.blogspot.com.tr (Erişim Tarihi: 03 Haziran 2017). URL-6: Researchgate. "Debi Ölçümü". https://www.researchgate.net/publication/27458387 (Erişim Tarihi: 28 Mayıs 2017). URL-7:Doğan O. "Bazı Yüzey Akış Hesaplama Yöntemleri". http://www.cem.gov.tr/erozyon/Files/erozyon/Afyonkarahisar_Sel_Egitimi/YUZEY_AKIS_HESAPLAMA_YONTEMLERi_Prof_Dr_Orhan_DOGAN.pptx (Erişim Tarihi: 17 Haziran 2017). URL-8: LMNO Research and Software. Engineering Ltd."Rectangular Weir Calculator". www.Imnoeng.com/Weirs/RectangularWeir.php (Erişim Tarihi: 15Mayıs 2017). URL-9: LMNO Research and Software. Engineering Ltd."V-Notch (Triangular) Weir Calculator". www.Imnoeng.com/Weirs/vweir.php (Erişim Tarihi: 15Mayıs 2017). URL-10: LMNO Research and Software. Engineering Ltd."Cipoletti(Trapezodial) Weir Calculator". www.Imnoeng.com/Weirs/Cipoletti.php (Erişim Tarihi: 15Mayıs 2017). Waterway Solutions Consulting Engineers. (2008). "Stormwater Management Report (SMR) for: Dixon Street Coolangatta. Section 6: Hydraulic. Water Quality & Geotechnical Engineering". Winston R, et al. (2014). "Grassed Swale Performance and Design: Field and Modeling Results". Department ofBiological and Agriculture Engineering NC State University. Web Site: https://www.dot.state.oh.us/Divisions/Engineering/Hydraulics/2014%20NCSU%20Roadway%20Stormwater%20Control%20Workshop/3.%20Water%20Quality%20Swale%20Design.pdf Yao R. (2013). “Design and Management of Sustainable Built Enviroments”. 129-130, London, Britain.