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During the previous decade, 68% of the municipalities in the Belgian loam belt have been confronted with muddy floods from agricultural catchments after intense rainfall. A muddy flood means that runoff concentrates in a dry valley causing damage to infrastructure and housing property downstream. A typical problem area is the village of Velm where a permanent river is constrained by a culvert designed to accommodate its peak discharge. However, the design of the culvert does not take the local flooding from seven dry valleys just upstream into account. This study focuses on peak discharge from one of these agricultural catchments (ca. 300 ha). The Meshed Hydrological Model (MHM) is used to evaluate the effectiveness of mitigation measures to reduce flooding. Seasonal variation of soil cover in cropland and difference in land use patterns, i.e. before and after land consolidation is explicitly taken into account. The land cover spatial pattern was mapped at regular intervals during 2003. The largest potential of runoff generation occurs in December, and therefore represents a worst-case scenario. Mitigation measures implemented after the extreme event of August 2002 (i.e. a 12 ha grassed waterway and a retention dam in the thalweg) alleviate the flooding risk in Velm. The model simulates a peak discharge and a runoff volume reduction of more than 40%. The retention pond would buffer the generated runoff volume entirely for the worst-case scenario. Land consolidation carried out in the 1970s has led to an increase in peak discharge by 33% and in runoff volume by 19%. The major role played by a new consolidation road built in the thalweg on runoff concentration is highlighted. Implementation of additional soil conservation measures is therefore needed to limit runoff generation within the catchment. (c) 2006 Elsevier B.V. All rights reserved.