des 606: watershed modeling with hec-hms
DESCRIPTION
DES 606: Watershed Modeling with HEC-HMS. Watershed Subdivision Theodore G. Cleveland, Ph.D., P.E. 6 OCT 11. Watershed Subdivision. Example illustrates taking a working model, then subdividing as guided by drainage features. Base Model. Use the Woodland’s Ditch C as an example. - PowerPoint PPT PresentationTRANSCRIPT
DES 606: Watershed Modeling with HEC-HMS
Watershed Subdivision
Theodore G. Cleveland, Ph.D., P.E.
6 OCT 11
Watershed Subdivision
• Example illustrates taking a working model, then subdividing as guided by drainage features.
Base Model
• Use the Woodland’s Ditch C as an example.– Area is 159.3 acres.– Slope is 0.0049
• Build a HMS model and calibrate using a historical event.
Base Model
• For this example I choose to Kerby-Kirpich method to estimate Tc– Small watershed
Base Model
• For this example I choose to Kerby-Kirpich method to estimate Tc– Kerby for Overland Portion– Kirpich for Channel Portion
• Length Estimate– Magenta line is about
3725 feet.– 0-4696 report
suggests overland component be limited to 500 ft.
• Time estimate– Estimate the channel
portion.– Estimate the overland
flow portion.
• Sum of these two times is estimate of Tc for the area.
• We will use this value as the estimate for Lag time in SCS-DUH
• Loss Model– For this example, lets use SCS CN. – Watershed is located in Woodlands, Texas.
• Predominant pine forest• Lissie Sands formation• Hydrologic Soil Group B or C.• CN ~ 55-70 is appropriate• Developed portion is about 20%
• Observed rainfall and runoff– Have a 60 hour event
in a database – stored as elapsed time.
– Invent (or use actual) calendar dates
HEC-HMS Model
HEC-HMS Model
HEC-HMS Model
HEC-HMS Model
HEC-HMS Model
Lumped Model
Subdivide
• Use Grogans Mill road as guide – water would flow in swale along the road
• Flow to drainage ditch from 3 areas
Divide the Watershed
• Use Grogans Mill road as guide– South of Grogans
Mill direct to outlet.– North and West of
the large pond routes to outlet
– East of large pond routes to outlet
Areas, Routing etc.
Route 1064 ft along swale, under road
Route 1596 ft into ditch, under roadto outlet.
23.1 acres17.7 acres
118.6 acres
Parameter Estimates
• Lag Time– Upper Watershed = 58 min.– Lower Watershed = 27 min.– East Watershed = 47 min.
• Routing Lag Times– Upper To Outlet = 18 min.– East To Outlet = 13 min.
HEC-HMS Model
HEC-HMS Model
Summary
• Lumped model– Entire area is a
single sub-basin
Summary
• Subdivided model– Selected portions of
the area are linked– Joined by routing
elements
Summary
• The two different models work about the same in this example (as compared to the observed data)
• Used lag routing, but data suggest substantial storage
• The large pond suggest a storage element too