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At the moment all the river sediment gets deposited onto the shoreline in an evensplit between the transects either side of the outlet channel. At time of high discharge this can create a localised bump and is quite unrealistic.
The text was updated successfully, but these errors were encountered:
Plan to assume linearly decreasing sediment delivery to coast with increasing distance from outlet channel - defined by maximum distance. Alternatives would be to assume a more continuous distribution such as a normal distribution.
At the moment all the river sediment gets deposited onto the shoreline in an evensplit between the transects either side of the outlet channel. At time of high discharge this can create a localised bump and is quite unrealistic.
The text was updated successfully, but these errors were encountered: