چکیده مقاله
Since Iran is located in an arid region and its annual average precipitation is about one third of the average precipitation in the world, the necessity of applying and building structures which can prevent loss of water in high precipitated years is a must What that is of great importance is the correct estimation of peak and volume of floods entering these structures, as a result of heavy rainfalls Unfortunately, most of the basins which their runoffs have not yet been brought under control are the ones that either lack of sufficient data or are unguaged basins Consequently, a variety of methods which each has its own advantages and disadvantages is suggested for use in unguaged basins Although these methods are of great help in such situations, nevertheless, they cannot be applied without prior calibration Because the basin under study in this research lacks of measured hydrometric data, a gauging watershed which not only is similar to our watershed in terms of vegetation, geology and physiographic but also close to the unguaged basin has been chosen for calibration To better simulate the under study basin, ArcGis and HECGeoHMS were applied to determine the physiographic features and input parameters of HEC HMS for both basins We also used method of average variability and method of consecutive blocks to determine the rainfall temporal pattern to get results closer to reality Results indicate that for return periods of 2, 5, 10, 25, 50 and 100 years the peak flow will be 16 4, 35 4, 51 5, 72 8, 91, 110 m3/s and the volume of flood for the above return periods are 4 68, 10 5, 14 52, 20 68, 25 6 and 30 82 MCM, respectively
کلیدواژهها
نویسندگان
شیوه ارجاع
Ghasemizade, Mehdi and Mohammadi, Kourosh and Biyabanaki, Monire and Morid, Saied,1388,Estimation Of Peak Flow And Volume Of Flood In Unguaging Basins Through Watershed Modeling by Combination Of ArcGIS, HEC-GeoHMS And HEC-HMS,08th International River Engineering Conference ,Ahvaz