To anyone interested in knowing more on the calibration coefficient (WCC):
I played with the WCC and if my understanding of the subroutine is correct, all it does is multiply the transport rate by a constant factor after all other calculations are done. For instance, a WCC = 2.0 will roughly double the speed of bed evolution (e.g. a change that used to take 60 minutes will take about 30 minutes). This is a simplification of actual results, but it is more or less what I observed in my testing. For some reason, I was expecting a nonlinear effect on sediment transport, but anyway.
Now I'm curious as to what influenced the inclusion of this coefficient, as it isn't really present in any literature I've seen on the subject!