Dear professors and colleagues,
I have conducted calibration and validation using the SWAT-CUP model for a watershed at Subbasin 17, with a total of 5 parameters, including:
3 streamflow parameters: r__CN2.mgt, v__ESCO.hru, v__SOL_K(1).sol
2 sediment parameters: v__USLE_K(1).sol, v__SLSUBBSN.hru
After selecting the best parameter set, I would like to apply it back to the original SWAT model to simulate the entire period from 2010 to 2023.
My question is:
When applying these parameters to the original SWAT model, should I assign them to all HRUs and reaches across the watershed, or only to those within Subbasin 17, where the calibration was performed?
In particular, for physical parameters such as SOL_K and USLE_K, which can vary significantly across different soil types, would assigning a single fixed value (e.g., SOL_K = 20.42) to all HRUs distort the spatial characteristics of the model?
I would greatly appreciate any insights or advice from professors and colleagues with experience in SWAT to help ensure proper implementation and modeling accuracy.
Thank you very much, and best regards!
Sincerely,
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Dear Yonas,
First of all, thank you very much for your kind and helpful response to my previous question. I would like to ask a few more follow-up questions to ensure I am applying the calibration procedure correctly in my SWAT model:
About parameter formatting:
I am currently using the following 8 parameters in my calibration:
r__CN2.mgt
v__ESCO.hru
r__SOL_K(..).sol
r__SOL_AWC(..).sol
r__USLE_K(..).sol
v__USLE_P.mgt
v__SLSUBBSN.hru
v__CH_K2.rte
→ Are these formats correctly applied? In which cases should I use r__ instead of v__, especially for soil-related parameters?
Regarding the calibration scope:
In my watershed, there is only one gauging station located at Subbasin 17. Does that mean the calibration and validation process should be applied only within Subbasin 17?
When to apply parameters to the entire watershed:
Under what circumstances would it be appropriate to apply these calibrated parameters to the entire watershed instead of just Subbasin 17?
Parameter replacement methods:
Is there a recommended method or tool to automatically apply these parameter values (from SWAT-CUP output) back into the SWAT input files? Or must this be done manually for each HRU or input file (.mgt, .sol, .hru, etc.)?
I greatly appreciate your further guidance and any suggestions from the community that can help ensure my modeling process is both accurate and efficient.
Best regards,
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