Muthu

Yes Sir i do checked the budget. the difference between dirichlets BC is small and between neumanns boundary is more comparitively. This is a problem in that case?? Because the recharge has been assigned reasonably.

Thank You

Hi, I am using Feflow6.0. My area has two aquifers(confined and unconfined). I have divided into 5 layers based on lithology and alloted necessary parameters , initial head etc. But after simulating the first slice alone is not responding. The hydaulic head value and elevation goes to very very high values. I dont know why this happens. I get high peaks in the first slice which makes the entire model wrong. I checked my boundary conditions too. it been given correct.

Kindly help me
Thank you

i am using feflow 6.0. i have assigned the necessary parameters for steady state. But if i run it in steady state condition the hydraulic head values changes to the boundary condition values. Though i change the conductivity values i couldn't see any variations in the output. Kindly suggest me an idea to overcome this issue.

thank you

I am using feflow 6.0 version, and created a 3d model with different layers. In that unconfined aquifer is present in the 1st layer and confined aquifer is present in the 3rd layer. i have also created .trp files for hydraulic head seperately for each aquifer. if i assign it, the layers are  showing different hydraulic head values in 3d view.

kindly help me.

how to assign different hydraulic head values for two aquifers (ie. unconfined and confined) that is present in the same model. i have assigned .trp file for unconfined and confined layers seperately, but the hydraulic head is taken as average in the model. its not taken into consideration.

Kindly help me.

I am going to run the model in the transient state condition. the time series block is not seen in the data input to assign the inflow/outflow material property. Time series is already prepared . How to assign the prepared time series for the inflow/outflow material property in the feflow 6.0??

Once I run the model, the hydraulic head values reduces and it goes below the hydraulic head boundary conditions values. why this happens??
the flow properties are given in a correct manner.

how to draw the water table in hydraulic head block in the 2d unconfined model ?

how to draw a 2D model representing different geologic layers in colours using feflow