Hi everyone,
When building a groundwater flow model in Visual MODFLOW, how do you usually decide:
The number of layers,
The criteria for dividing layers, and
The hydraulic conductivity values for each layer?
Do you base the layer structure mainly on geological units, differences in hydraulic properties, or simplified zones?
I’d like to know your common practice or general approach.
Thanks,
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This group was created in 2004 by Mr. C. P. Kumar, Former Scientist 'G', National Institute of Hydrology, Roorkee. Please visit his webpage at https://www.angelfire.com/nh/cpkumar/
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