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Potential issue with GSFLOW runoff calculations #19
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@etrianaGIT It might be more illustrative if you can show a plot of the differences. It'll be easier to get a feel for just how different things are with that type of plot. |
There are the obvious spikes, but there also looks to be the large differences early in time on the order of 20 acft/day, which would equate to 900,000ft^3/day, which is a lot of water in today water scarce world. |
I had something come up tomorrow between 10:15 and 1:30 MT, but am available otherwise tomorrow and all day Tues and Wed. Sorry
R. Steve Regan
U.S. Geological Survey
303-236-5008 (office)
PO Box 25046, MS 413 Bldg 53
Denver Federal Center
Lakewood, CO 80225-0046
success is rarely about finding the right solution to a problem — it’s more about finding the right problem to solve
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Subject: [EXTERNAL] Re: [rniswon/modsim] Potential issue with GSFLOW runoff calculations (Issue #19)
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There are the obvious spikes, but there also looks to be the large differences early in time on the order of 20 acft/day, which would equate to 900,000ft^3/day, which is a lot of water in today water scarce world.
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I'm merging master into develop_modsim so that the updated PRMS is included. This requires adding 2 new files to the project: dynamic_soil_param_read.f90 and strmflow_character.f90.
There are 2 other files I'm not sure about merging. gw2uzf1_NWT.f and gsflow_prms2mf.f90.
gwf2uzf1_NWT.f and gsflow_prms2mf.f90 include code of NUZTOP = 5
gwf2uzf1_NWT uses ABS(IUZFBND(ncck, nrck) on line 1200 and the section of code from 1532 to 1561 is commented out in the master branch
I have not pushed the changes
R. Steve Regan
U.S. Geological Survey
303-236-5008 (office)
PO Box 25046, MS 413 Bldg 53
Denver Federal Center
Lakewood, CO 80225-0046
success is rarely about finding the right solution to a problem — it’s more about finding the right problem to solve
…________________________________
From: Eric Morway ***@***.***>
Sent: Friday, September 30, 2022 2:24 PM
To: rniswon/modsim ***@***.***>
Cc: Regan, Robert S ***@***.***>; Comment ***@***.***>
Subject: [EXTERNAL] Re: [rniswon/modsim] Potential issue with GSFLOW runoff calculations (Issue #19)
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There are the obvious spikes, but there also looks to be the large differences early in time on the order of 20 acft/day, which would equate to 900,000ft^3/day, which is a lot of water in today water scarce world.
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@rsregan The files you mentioned, namely |
I experimented with two runs with the same GSFLOW model and compared the results showing different runoff estimates resulting in the upper basin, which doesn't have any lakes or diversions. The two runs are:
(1) using a recent GSFLOW.exe compiled to generate the segments output. The segment output (net depletion) is simulated in MODSIM as static. (Mode: GSFLOW in the control file)
(2) using the coupled MODSIM-GSFLOW code with a MODSIM network that uses iterations and convergence between the two models. (Mode: MODSIM-GSFLOW in the control file)
The comparison of the result of the routed runoff from the upper basin in MODSIM shows the following behavior
and the difference is more notorious in the peak flows.
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