Surface Water Interaction Modelling Using Visual MODFLOW and GIS

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PHYLARESResults and Discussion / ch.8_________________________________________________________________________________53Figure 8. 1The Volumetric water balance of the model.Figure 8.2 presents the percentage contribution of each component. It can be observed that 66%of the input is from constant head boundary. The output is dominated by drain boundary whichaccounts for 85% of the outflow. River leakage consists about 17% of the input and 3% of theoutput.Table 8.1Input and output of the model in terms of volume.Item IN (m 3 /d) OUT (m 3 /d)Constant Head 7925.12 1362.86Wells 0.00 13.14Recharge 2090.46 ~0Drains 0.00 10282.02River leakage 2027.59 385.15TOTAL 12043.17 12043.18IN –OUT = -0.01 %Discrepancy = 0.00______________________________________________________________________________________Groundwater – Surface water interaction modeling using visual MODFLOW and GIS
PHYLARESResults and Discussion / ch.8_________________________________________________________________________________54River leakage16.84INPUTRecharge17.3665.81Constant headOUTPUTRiver leakage3.198Constant head11.32Wells0.109185.38DrainsFigure8. 2Volumetric water balance of the model in percentage of components.______________________________________________________________________________________Groundwater – Surface water interaction modeling using visual MODFLOW and GIS
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PHYLARESIntroduction / ch.1________
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Surface Water Interaction Modelling Using Visual MODFLOW and GIS

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