I’m using the SWY model in Uganda across areas with some large waterbodies (including Lake Victoria) and wetlands and I’m trying to work out the best way to handle runoff and evaporation processes in these systems.
If I set a very high curve number (say 98-100) for waterbodies, then surely the quickflow yield is over-estimated? I say this because my understanding is that the model only calculates evapotranspiration losses on the amount of water remaining after quickflow has been calculated. Even with a high Kc value, the evapotranspiration losses will only apply to the small portion of water that is not considered quickflow (which would be zero if using a CN of 100), so this does not really solve the problem. So using this approach doesn’t seem to account for the fact that a large portion of the precipitation falling on the lake is lost to evapotranspiration, and will not actually reach the watershed outlet.
I’m curious to hear how other modellers have handled this issue. Do you perhaps mask out large waterbodies and ignore their contribution to quickflow and/or local recharge, thus focusing on the contribution of the terrestrial landscape instead? Another option I see would be to give waterbodies a lower CN in combination with high Kc values. This will then mean a larger portion of the incoming rainfall is evaporated. However, I see no guidance for this, as studies always use high CN for waterbodies since little to no infiltration of rainfall is occurring.
Wetlands raise a similar issue. For wetlands, I have been using a curve number of around 80 and high Kc values. However, I am still finding that my quickflow estimates alone are much higher than the flow estimates from gauging stations in catchments with high wetland and open water coverage (this is before even considering any contribution of baseflow to streamflow). Notably, this is not the case when I compare my modelled flow estimates to gauged catchments which do not have many wetlands and lakes. Again, it seems I need to somehow incorporate greater evaporation losses from wetlands, though a CN of 80 for wetlands is already low based on what I’ve seen in other studies. Interestingly, I have seen that measured flows from gauging stations in Uganda often decline as one moves from the upstream to downstream end of a wetland complex, suggesting that high evapotranspiration results in a negative water balance in many of these systems. Again, I can’t see how to capture this other than using an unusually low CN and high Kc values.
Interested to hear any suggestions for handling these systems within the model, and sorry for this long post!