peak simulation

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Has

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Feb 5, 2013, 11:45:18 AM2/5/13
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Dear SWAT users,

I am calibrating a watershed of 6,000 sq.km in southern Canada. My NS is almost 0.65 and the base-flow simulation looks very similar to the base-flow observation, but the problem lies in peaks, specially large peaks. Well, currently, the parameters I am using for my calibration are: alpha_bf, gw_delay, esco, snow temperatures, surlag, gwqmn, revap, cnmax, cn2, ch_n2, ch_k2 and soil properties. Am I missing a parameter which causes malfunction in peak simulation?

Thank you in advance,
Has.

Jim Almendinger

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Feb 5, 2013, 12:28:29 PM2/5/13
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Surface-water bodies (pond, wetlands) and even depressions too small to retain water permanently can all affect the hydraulic response of a watershed, and could reduce peak flows by providing storage on the landscape.  I would think southern Canada, being glaciated terrain, would have many of these feature -- are you accounting for them?  Potholes, ponds, wetlands, and reservoirs are options in SWAT.  

Otherwise -- reducing CNs to increase infiltration at the expense of surface runoff is a common method.  And snowmelt peaks are always difficult to control.  Allowing some melting over winter to reduce snowpack can reduce the snowmelt peak.  

-- Jim
Dr. James E. Almendinger, Senior Scientist
St. Croix Watershed Research Station
Science Museum of Minnesota
16910  152nd St. N
Marine on St. Croix, MN  55047
tel: 651-433-5953 X 19
fax: 651-433-5924
email: din...@smm.org
web: www.smm.org/SCWRS/




S.Z.Samadi

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Feb 5, 2013, 10:07:23 PM2/5/13
to Has, ArcSWAT
Have you seen this handout of Dr. Srini's?  It might be a helpful place
for you to start for understanding calibration:

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Stalled Mower

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Feb 6, 2013, 6:41:23 AM2/6/13
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I would concentrate on SURLAG first compare the ressession curve as well as the peak magnitudes - small changes in Surlag don't make a huge difference so try putting it right up or down to start with. I also found DEPIMP was an important parameter in controlling the flow split: mostly because I am simulating tile drainage, but it may still be worth some consideration.

Are your modelled peaks to high or too low?

Regards,

Phil
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