Lateral flow equal 0 in SWAT+ rev60.5.2

941 views
Skip to first unread message

Marcel Pereira de Andrade

unread,
Apr 28, 2021, 5:26:41 PM4/28/21
to SWAT+
Dear all,

I need help!! I don't know why the lateral flow is 0 mm. According to the equation presented in the theoretical material of 2009. The parameters that influence the lateral flow are:
lat_len (Lhill)
k (ksat)
slope (slp)
SW (if SW <= FC, SW = 0)
FC = AWC + WP

I tried to change the parameter values: lat_len, k, slope, awc and latq_co using calibration.cal. But without success.

My stramflow (flow out) is 0 in the dry season (see hydrograph in the appendix). I don't know if I'm right, but could the cause of the problem be the result of the side flow being zero?

Ah!!  This problem does not occur in SWAT+ rev 59.3.

Can anybody help me? Don't know what to try anymore
My TxtInOut is in the appendix.

Best regards,
Marcel
chart.JPG
water_balance.JPG
TxtInOut.zip

Alexander N.

unread,
Apr 30, 2021, 5:52:42 PM4/30/21
to SWAT+
Hello Marcel,

a quick question in advance: Is there lateral flow to be expected? What is the terrain of your catchment area?

Best regards
Alex

Alexander N.

unread,
Apr 30, 2021, 6:01:17 PM4/30/21
to SWAT+
But concerning the streamflow graph: I don't think that lateral flow is the problem in your case (except you have the according geomporphological situation). You definately have to adjust your curve number values (CN2) and some of your groundwater parameters (a "blind guess" would be rchg_dp, deep_wt/deep_bot, flo_min and maybe bf_max, spec_yld, revap/revap_min -all to be found in aquifer.aqu) as well. After adjusting the baseflow and peak flow, you may look at parameters which affect the lateral flow (again, if lateral flow is to be expected in you catchment).

Max Brunke

unread,
Aug 15, 2021, 4:59:51 PM8/15/21
to SWAT+
Hi Marcel!

I am facing the same problem as you right now! (high peaks; baseflow way to low)
Did you succeed in gettig a higher baseflow and lower peaks?
What were the specific calibration parameters that you used?

Best Max

Mwangi Gathenya

unread,
Aug 16, 2021, 8:01:19 AM8/16/21
to Max Brunke, SWAT+
I had the same problem, in my case I found that changing Ksat in one of my soils had a big impact 

image.png
John M. Gathenya, PhD
Professor, Hydrology, Climate Services, Environmental Services
Jomo Kenyatta University of Agriculture & Technology,
School of Biosystems and Environmental Engineering
P. O. Box 62000 - 00200
Nairobi, Kenya






--
You received this message because you are subscribed to the Google Groups "SWAT+" group.
To unsubscribe from this group and stop receiving emails from it, send an email to swatplus+u...@googlegroups.com.
To view this discussion on the web visit https://groups.google.com/d/msgid/swatplus/9d1e709f-681f-4326-881a-b3a36dc1a72en%40googlegroups.com.

Max Brunke

unread,
Aug 16, 2021, 8:13:07 AM8/16/21
to Mwangi Gathenya, SWAT+
Thanks for the recommendation, I will try this as well!
Is your chart showing overall outflow? Or just percolation or something else?
Problem is, my waterbalence looks quite good already. 
If your graphic is showing outflow, then Ksat isnt just lowering the peaks by redistributing runoff but causes overall lower outflow.
Am I getting it right?

Best Max


Marcel Pereira de Andrade

unread,
Aug 17, 2021, 4:01:39 PM8/17/21
to SWAT+
Hello Max Brunke!

Sorry for the delay.  In my case the main problem was outflow equal zero. This problem only occurred when migrate to rev 60.5. Well to reduce peaks try reduce CN value.

Max Brunke

unread,
Aug 18, 2021, 7:09:14 AM8/18/21
to SWAT+
Hi Marcel, 

thanks for coming back at me! 
LatQ as well as percolation are extremely low in my model (<1% and <11% of precipitation).
Though i think they are highly underestimated, they are not "0".

CN isn't affecting runoff that much ..

Best, Max B
Reply all
Reply to author
Forward
Message has been deleted
Message has been deleted
0 new messages