Subject: Re: Limitation of Groundwater pumping (WEAP-MODFLOW) Posted: 9/16/2022 Viewed: 2148 times
Perhaps what you want to do is decide how much drawdown of the aquifer is acceptable and then play around with the Maximum Flow Volume needed to achieve this level of drawdown in your model. Do you have natural recharge or return flows set up for your groundwater node?
Topic "Re: Limitation of Groundwater pumping (WEAP-MODFLOW)"
