Question re groundwater flow editor .... the equation reduces to A1(Hgw - Hsw) when using the default values. Does this mean when the surface water is above the groudnwater level transmission losses are being simulated (ie outflow from the creek to the aquifer)? The maths would suggest so, but model results show that only seepage inflow (when Hgw > Hsw) is actually calculated. Is anyone able to confirm? Thanks Steve
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