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Impact of Urbanization on Stormwater Runoff from a Small Urban Catchment: Gdańsk Małomiejska Basin Case Study

Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper deals with the impact of different forms of urbanization on the basin outflow. The influence of changes in land cover/use, drainage system development, reservoirs, and alternative ways of stormwater management (green roofs, permeable pavements) on basin runoff was presented in the case of a small urban basin in Gdansk (Poland). Seven variants of area development (in the period of 2000-2012) - three historical and four hypothetical - were analyzed. In each case, runoff calculations for three rainfall scenarios were carried out by means of the Hydrologic Modeling System designed by Hydrologic Engineering Center of the U.S. Army Corps of Engineers (HEC-HMS). The Soil Conservation Service (SCS) Curve Number (CN) method was used for calculations of effective rainfall, the kinematic wave model for those of overland flow, and the Muskingum-Cunge model for those of channel routing. The calculations indicated that urban development had resulted in increased peak discharge and runoff volume and in decreased peak time. On the other hand, a significant reduction in peak values was observed for a relatively small decrease in the normal storage level (NSL) in reservoirs or when green roofs on commercial centers were present. The study confirmed a significant increase in runoff as a result of urbanization and a considerable runoff reduction by simple alternative ways of stormwater management.
Rocznik
Strony
141–--162
Opis fizyczny
Bibliogr. 21 poz., rys., tab.
Twórcy
  • Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, Department of Hydraulic Engineering, ul. G. Narutowicza 11/12, 80-233 Gdańsk, Poland
  • Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, Department of Hydraulic Engineering, ul. G. Narutowicza 11/12, 80-233 Gdańsk, Poland
Bibliografia
  • Akan A. O., Houghtalen R. J. (2003) Urban hydrology, hydraulics and stormwater quality. Engineering applications and computer modeling, John Wiley and Sons, Inc., New Jersey.
  • Campana N. A., Tucci C. E. M. (2001) Predicting floods from urban development scenarios: case study of the Diluvo Basin, Porto Alegre, Brazil, Urban Water, 3, 113-124.
  • Chaundhry H. C. (1993) Open-channel hydraulics, Prentice Hall, New Jersey.
  • Chow V. T. (1964) Handbook of Applied Hydrology, McGraw Hill Book Company, New York.
  • Cunge J. A. (1969) On the subject of a flood propagation computational method (Muskingum method), J. Hydr. Res, 7 (2), 205-229.
  • Eagleson P. S. (1970) Dynamic hydrology, McGraw-Hill, New York.
  • Feldman A. D. (ed.) (2000) Hydrologic Modeling System HEC-HMS. Technical Reference Manual, U.S. Army Corps of Engineers, Hydrologic Engineering Center. (http://www.hec.usace. army.mil/software/hec-hms/ 10 August 2014).
  • Leclerc G., Schaake J. C. (1973), Methodology for assessing the potential impact of urban development on urban runoff and the relative efficiency of runoff control alternatives, Ralph M. Parsons Lab. Report 167. Massachusetts Institute of Technology, Cambridge, Massachusetts.
  • Lutgens F. K., Tarbuck E. J. (2004) The Atmosphere. An Introduction to Meteorology, Pearson Education Inc., New Jersey.
  • Mays L. W. (2005) Water Resources Engineering, John Wiley and Sons, Inc., New Jersey.
  • McCuen R. H. (2005) Hydrological Analysis and Design, Prentice Hall, Englewood Cliffs, New Jersey.
  • Olechnowicz B. (2012) Alternative management of stormwater for the catchment of the Małomiejska collector in Gdansk, MSc thesis (manuscript), Gdansk University of Technology, Gdansk (in Polish).
  • Sangjun I., Hyeonjun K., Chulgyum K., Cheolhee J. (2009) Assessing the impacts of land use changes on watershed hydrology using MIKE SHE, Environ. Geol., 57, 231-239.
  • Scharffenberg W. A. (2013) Hydrologic Modeling System HEC-HMS. User’s Manual, ver. 4.0. U.S. Army Corps of Engineers, Hydrologic Engineering Center. (http://www.hec.usace. army.mil/software/hec-hms/documentation.aspx; 08 Sept. 2014).
  • Shi P-J., Yuan Y., Zheng J., Wang J-A., Ge Y., Qiu G-Y. (2007) The effect of land use/cover change on surface runoff in Shenzhen region, China, Catena, 69, 31-35.
  • Soil Conservation Service (1986) Urban Hydrology for SmallWatersheds, Technical Report 55. USDA, Springfield, VA.
  • Szymkiewicz R. (2010) Numerical Modeling in Open Channel Hydraulics, Water Science and Technology Library, Singh V. P. (ed.), Vol. 83. Springer, UK.
  • Vicars-Groening J., Williams H. F. L. (2007) Impact of urbanization on storm response of White Rock Creek, Dallas, TX, Environ. Geol., 51, 1263-1269.
  • Walesh S. G. (1989) Urban surface water management, John Wiley & Sons, Inc., New York.
  • Wissmar R. C., Timm R. K., Logsdon M. G. (2004) Effects of Changing Forest and Impervious Land Covers on Discharge Characteristics of Watersheds, Env. Management, 34 (1), 91-98.
  • Wołoszyn E. (2003) The catastrophic flood in Gdansk on July 2001, [In:] Arsov R. et al (eds.) Urban Water Management, Kluwer Academic Publishers,Netherlands, 115-124.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5f42e983-81d4-452d-85b5-88fff8a68c37
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