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  1. I want to simulate a Sheet Pile with permeable holes through the whole acquifer. STEP 1 The simplified model is a 10x10 m grid, with only two Boundary Conditions: from CHD 1.0 m (left side) to CHD 2.0 m (right side). As I've the HK for an equivalent Slurry Wall (width 1 m), I insert 3 polygon features: 1) HK representing the Slurry wall (width = 1 m): HK = 0.0041 m/day 2) HK representing the Slurry wall's holes, filled with gravel (width = 1 m): HK = 864 m/day 3) HK representing the aquifer: HK = 1.2 m/day I check the Flow Budget for all the model (run 1): 30.6 m3/day
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