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Flood hazard delineation combining geomorphological and hydrological methods: an example in the Northern Iberian Peninsula
Authors:J Lastra  E Fernández  A Díez-Herrero  J Marquínez
Affiliation:(1) Aguas de la Cuenca del Norte, S.A., La Regenta, 23, 33006 Oviedo, Spain;(2) INDUROT, University of Oviedo, Oviedo, Spain;(3) Geological Hazards Unit, Spanish Geological Survey, Madrid, Spain;(4) Environmental Government Department, Northern Spain Water Authority, Oviedo, Spain
Abstract:Flood mapping requires the combination and integration of geomorphological and hydrological-hydraulic methods; however, despite this, there is very little scientific literature that compares and validates both methods. Two types of analysis are addressed in the present article. On the one hand, maps of flood plains have been elaborated using geomorphological evidence and historical flood data in the mountainous area of northwestern Spain, covering an area of more then 232 km2 of floodplains. On the other hand, a hydrometeorological model has been developed (Clark semidistributed unit hydrograph) in the Sarria River basin (155 km2, NW Spain). This basin is not gauged, hence the model was subjected to a goodness-of-fit test of its parameter (curve number) by means of Monte Carlo simulation. The peak flows obtained by means of the hydrological model were used for hydraulic modeling (one-phase, one-dimensional and steady flow) in a 4 km2 urban stretch of the river bed. The delineation of surface areas affected by floods since 1918, as well as those analyzed subsequent to the geomorphological study, reveals a high degree of reliability in the delineation of the flooded areas with frequent recurrence intervals (<50 years). If we compare these flooded surface areas with the estimate obtained by the hydrological-hydraulic method we can see that the latter method overestimates the extent of the surface water by 144% for very frequent recurrence intervals (>10 years) and underestimates it as the recurrence interval increases, by up to 80% less floodplain for exceptional events (>500 years). Finally, a management map is put forth combining the most reliable results available by integrating both methods. Originally presented at the Sixth International Conference on Geomorphology.
Keywords:Hydrological model  Hydraulic model  Geomorphological map  Return period  Flooding
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