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Job No: 360100-0113,:U Client: L e*L61�l R. 4.eto- Page 2 of 6 <br /> TELEST >"��Y�'1�• <br /> Task: Computed By:W. N' Date:;/5/39 <br /> S O L U T I O N S• INCORPORATE () <br /> Checked By:_ - Date: + <br /> Data and Assumptions con'd: <br /> 1. Numerical groundwater flow model <br /> 2. 6" corrugated and perforated drain pipe (see design drawing) <br /> 3. Infiltrator size and spacings (see design drawing) <br /> Calculations and Results <br /> 1. Analytical Element Model: <br /> a. Base model calibration— nearly identical to numerical modeling calibration <br /> R:\LarimerCounty_CO\LovelandReadyMix\LaPorte\Calculations\Infiltrator\knox <br /> EAM <br /> 5070 <br /> 5065 <br /> 5060 <br /> ru <br /> 5055 f• <br /> v • •.• y=1.00x <br /> 5050 <br /> fD f.e • RZ=0.91 <br /> E 5045 •• <br /> 5040 ••'' • <br /> 5035 <br /> • <br /> 5030 <br /> 5030 5035 5040 5045 5050 5055 5060 5065 5070 <br /> Observed Head <br /> 1. Analytical Element Model: <br /> b. Simulations—section location: <br /> V„ <br />