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HomeMy WebLinkAbout2016 Mar 24 - Groundwater Mounding Analysis1 Groundwater Mounding Analysis (Hantush's Method using Glover's Solution) � � , o:ao 0.35 0.30 0:25 � � o, 0.20 I = 0.15 � 0.10 � 0.05 0.00 0 5 10 15 20 25 30 35 40 45 50 Distance Along Plotting Axis(ft) I � MODEL RESULTS ; COMPANY: BSC Group, Inc. Plot Mound PROJECT: Red Face Jack's X Y Axis Height (ft) (ft) (ft) (ft) ANALYST: Brian Yergatian 0 0 0 0.39 DATE: 3/24/2016 TIME: 5:13:16 PM 0 0 0 0.39 0 0 0 0.39 INPUT PARAMETERS 0 0 0 0.39 " � 0 0 0 0.39 Application rate: 0.0975 c.ft/day/sq. ft 0 0 0 0.39 Duration of application: 1 days 0 0 0 0.39 ' Fillable porosity: 0.25 0 0 0 0.39 Hydraulic conductivity: 0.689 ft/day 0 0 0 0.39 Initial saturated thickness: 10 ft 0 0 0 0.39 Length of application area: 80 ft 0 0 0 0.39 Width of application area: 60 ft 0 0 0 0.39 No constant head boundary used 0 1.6 2 0.39 Plotting axis from Y-Axis: 0 degrees 0 2.9 3 0.39 Edge of recharge area: 0 4.8 5 0.39 ; positive X: 0 ft 0 7.7 8 0.39 � positive Y: 40 ft 0 11.1 11 0.39 Total volume applied: 468 c.ft 0 15 15 0.39 0 19.9 20 0.39 0 26.1 26 0.39 0 34.1 34 0.34 0 42 42 0.12 0 50 50 0.01