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from SCS Unit Hydrograph Convolution by Tom Davis
Hydrograph Generation and Analysis Tool

Hydrograph Help - Home

Hydrograph Help

hydrographui.png Menu Bar
   File
   Edit
   Plot
   Report
   Window
   Help
 
User Input
   Unit Hydrograph
   Rainfall Distribution
   Interpolation Method
   Peak Factor
   Storm Duration
   Rainfall Depth
   Initial Abstraction Ratio
   Basin Area
   Curve Number
   Time of Concentration
   Output Time Increment
 
Program Output
   Peak Runoff
   Time to Peak
   Runoff Volume
   Unit Hydrograph Volume
 
Run
Exit
 
Error Messages
Convolution Tutorial
References
 
Peak Factor
Unit hydrograph peak factor; filled automatically if Unit Hydrograph filename ends with three digits.
 
The peak factor K is a unit conversion and shape factor derived from a triangular unit hydrograph with base Tb and height qp.  Expressing the area under the hydrograph, or volume of runoff, in inches
 
peak_factor.png

where A = basin area.  Solving for qp and introducing the unit hydrograph time to peak Tp
 
qp = K A Q / Tp     where     K = 3872 / (3Tb/Tp).
 
When Tb/Tp = 8/3, K = 484.  Other ratios Tb/Tp yield other peak factors K.
 
Storm Duration
Duration of design storm (hr); filled automatically if Rainfall Distribution filename ends with three digits.
 
Rainfall Depth
Cumulative rainfall depth (in | mm).
 
Initial Abstraction Ratio
Dimensionless ratio of initial abstraction Ia and potential maximum retention s
 
λ = Ia / s.
 
The initial abstraction ratio corresponding to published SCS curve numbers is λ = 0.2.
 
Basin Area
Drainage basin area (ac | km2).
 
Curve Number
Composite SCS curve number corresponding to Initial Abstraction Ratio.
 
Time of Concentration
Longest basin travel time (min).
 
The rain burst duration d and unit hydrograph time to peak Tp are functions of the time of concentration Tc.  The equations
 
Tp = 0.5 d + 0.6 Tc
Tc + d = 1.7 Tp
 
are solved simultaneously to obtain d = Tc / 7.5 and Tp = 5 d = 2 Tc / 3.
 
Output Time Increment
Time increment (min) for Detail Report.
 
Peak Runoff
Maximum runoff flow rate (cfs | cms).
 
Time to Peak
Time (hr) at which the Peak Runoff occurs.
 
Runoff Volume
Areal depth (in | mm) for Runoff Hydrograph.
 
Unit Hydrograph Volume
Areal depth (in | mm) for Unit Hydrograph.
 
Run
Updates program output, generates checked Plot and Report items, and returns the following column vectors to the current workspace.
 
tq
runoff hydrograph time (hr)
q
runoff hydrograph flow rate (cfs | cms)
tu
unit hydrograph time (hr)
u
unit hydrograph flow rate (cfs | cms)
t
rainfall-runoff time (hr)
p
cumulative rainfall (in | mm)
Q
cumulative runoff (in | mm)
 
Exit
Closes GUI and Plot windows.

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