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Showing results for tags 'uzf'.
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Hi, I have recently started using the UZF package to simulated groudwater flow in a regional model. I firstly developed a steady state model using spatially distributed recharge from a surface model. I was using the «recharge» and the «EVT» package. With this configuration i was able to obtain a water budget with % error < 0.001%. When i replaced the recharge and EVT packages by the UZF, the water budget output file shows a line with a component called «HORT+DUNN» which i suspect to be the surface runoff flow. This component is not well describe in the USGS MODFLOW documentation. The p
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I am working on a site that has transient/perched water above the saturated zone. Is this possible in MODFLOW? I have read about the UZF package, but am unfamiliar with it. Any guidance/ideas/thoughts would be appreciated. Thanks in advance!!
