ASSESSING CHANGES IN MAXIMUM PLUVIAL DISCHARGEVALUES IN A DEVELOPING URBAN AREA (CASE STUDY SATU MARE)
Csaba Horvath1, Cornel Ovidiu Mates1, Victor
Sorocovschi1 Gheorghe Roșian2, Rozalia Benedek3
1 Babeş-Bolyai University, Faculty of Geography,
400006, Clinicilor Street, No. 5-7, Cluj-Napoca, Romania; e-mail:hcsaba@gmail.com,
cornelov@yahoo.com, sorocovschi@yahoo.com
2 Babeș–Bolyai University, Faculty of Environmental Science and
Engineering, 400294, Fântânele Street, No. 30, Cluj–Napoca, Romania; e-mail:
georgerosian@yahoo.com
3 Babeş-Bolyai University, Faculty of Geography, Zalau Branch,
Romania; e-mail:
rozaliabenedek@yahoo.com
Abstract: - Assessing Change in Maximum Pluvial Discharge Values in an Urban
Area (Case Study Satu Mare). In small catchments it is not always possible
to assess the entire volume and characteristics of the flood hydrograph, so in
practice the most important component became the maximum discharge. This is also
true regarding the small urban catchments where generally one doesn’t have
continuous hydrometrical measurements and has to assess the possible maximum
discharge values through indirect formulae. For the present analysis, the case
study was chosen in Satu Mare, a low plain city in the northern part of Romania,
a city where the main differences regarding the urban floods are due to the
impervious characteristics of the area and only in small part the catchment
morphologic characteristics. From the multitude of formulas and methods we
choose the SCS-Curve Number method which is based mainly on the areas land use
and imperviousness characteristics, so one can assess the changes in the runoff
due to changes in these factors. GIS analysis and remote sensing data was used
to assess the urban area’s hydrological characteristics and the maximum pluvial
flood values. To further assess the cities sustainable evolution and development
it is necessary to know the areas susceptibility to various natural risks and
the hydrological risks represent one of them. Because in many cases the urban
areas don’t benefit of hydrometrical control it is necessary to have quick and
reliable methods to assess with acceptable accuracy the maximal pluvial flood
values, using modern techniques.
Keywords: urban pluvial flood discharge, SCS-Curve Number, GIS,
Satu-Mare
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