Guidelines for GW-1 Pumping and Boundary Conditions in Aquifer Modeling
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This document provides comprehensive guidelines for implementing pumping from second and third cells in a groundwater model (GW-1) with specific emphasis on boundary conditions. It outlines the necessity of applying constant head boundary conditions to all end cells across three layers, with the exception of the cell associated with the river, which is designated as a River Boundary Condition cell. The specifics related to the daily water flow rate (0 m³/day/m²) are also discussed to ensure accurate modeling and simulations.
Guidelines for GW-1 Pumping and Boundary Conditions in Aquifer Modeling
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Presentation Transcript
pumping from second and third cells (Q2), and Q3 )= 0 m3/day/m2
Boundary Conditions Apply constant head boundary conditions to all cells on the ends in all three layers, EXCEPT for the cell containing the RIVER and make that cell a River Boundary Condition cell River Cell River Cell