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Lucek

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  1. Is there a way to automatically fill the GSS database from multiple REACT files?
  2. But I need to do the second launch from GSS as well? If I generated multiple results from the first run, how can I launch the second run for all of them without manually filling the GSS table from the results? or there is another way? i.e. once I run the first step ,as you described above, how can I do the second step for all of the generated (from the first step) results ?
  3. How to save a Gtplot '.gtp'? I want to use it to trace reaction with Act2, however generated Gtplots are being saved as .gtc.
  4. Hi there, I am attempting to do a similar calculation on series of samples at once. I have the data which include chemistry calculated at room temp and temperature of reaction. What I want to do is to calculate pH at temp from these data set using the Launch to React in GSS. I have it all in GSS. The questions are: 1) is there a command that allow me to slide temperature for calculation for each of the samples from 'T initial = 25 C, final = XX C', where the final temp may vary and is noted in the GSS database. So in other words I don't need to select samples at 100C only and manually use the command 'T initial = 25 C, final = 100 C' and then select next set of samples for example at 150C and change the command to 'T initial = 25 C, final = 100 C'? 2) Once it is calculated, can I pick up the entire system automatically for each of the sample and save it (automatically) as the speciation at temperature with a .gtp file associated ? Or do I need to do it manually for each of the sample? Cheers, L
  5. So will that be correct? my domain = x 1 km, y 1 km and z 2 m discharge rate of the model from left is 25 m/year. Therefore: 2e3 m area x 25 m/year = 5e4 m3/year = 5e7 k/year 5e7 kg/year/3.1e7 sec = 1.61 kg/s? so my discharge in that domain would be 1.61 kg/sec or 5e7 kg/year cheers L
  6. Hi ! . I am looking at X2t and I can't get my head around the discharge units. For example meters per day (or m3/m2/day). I went through the manual and cannot find a sensible answer. I am sure it is quite simple to explain, and as I am new to flow modelling, I just don’t get it. Anyone can help understand? but please in layman's terms
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