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The Barranco de Arás flood of 7 August 1996 (Biescas, Central Pyrenees, Spain)
Authors:Jordi Alcoverro  Jordi Corominas  Manuel Gmez
Institution:

a Department of Geotechnical Engineering and Geosciences, Civil Engineering School, Jordi Girona, 1–3, D-2, 08034 Barcelona, Spain

b Department of Hydraulic Engineering, Civil Engineering School, Jordi Girona, 1–3, D-1, 08034 Barcelona, Spain

Abstract:Geomorphic effects observed in the Barranco (creek) de Arás basin are used to characterize the flood. Sediment features allow to qualify the flood as essentially a water flow. Using the critical section method, the peak flood discharge is estimated to be between 400 and 600 m3 s?1. Similar results were obtained using a paleohydraulic formula based on the size of the largest mobilized clasts. Using the rational method with available rainfall data, the discharge for a recurrence interval of 500 years is estimated to be between 150 and 200 m3 s?1. These results agree with predictions obtained using curves of peak discharge versus basin area based on regional data. Several trenches dug on the fan showed that the size of boulders mobilized by the event is larger that those left by previous floods at the same place. When the estimated peak flood discharge is related to the basin area, values between 20 and 30 m3 s?1 km?2 are obtained, demonstrating that the Barranco de Arás flood was most unusual.
Keywords:Alluvial fan  Central Pyrenees  Check dams  Discharge estimation  Flash flood
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