[dutchman]

We have three reservoirs in our model with some critical elevations of the top of a protective dike in the middle reservoir.

We modeled using option 14 with level pool for the upper reservoir and by defenition the routing through the lower reservoirs is done using dynamic routing. Is there a general rule with respect to accuracies, mainly reservoir elevations between the two routing methods? Does one method overestimate water surface elevations above the other method?

I appreciate feedback.
Thanks
Barend Meiling