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NRCS DIMENSIONLESS UNIT HYDROGRAPH
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NRCS DIMENSIONLESS UNIT HYDROGRAPH
Time/Tpeak q/qpeak or Qa/Q 1.0 1 5 q = Discharge at time 1 q p = Peak Discharge Qa = Accumulated Volume at time 1 Q = Total Volume = A Selected Time To = Time from Beginning of the rise of the peak 3/8 5/8 tl
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PEAK FLOW
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Timing Considerations
Lag Equation (Regression) Segmental Method (Physically Based)
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Lag Equation
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Segmental Method Sheet Flow – Overland Flow
Shallow Concentrated Flow (Rills and Gullies Open Channel or Pipe Flow (Conveyance System
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Sheet Flow Precipitation Sheet Flow Sheet flow Infiltration
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Sheet Flow Sheet Flow Sheet flow Infiltration L ???
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Sheet Flow Where: 0 < L < 100 ft S = slope ft/ft
P = 2-year 24-hour Precipitation
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Shallow Concentrated Flow
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Shallow Concentrated Flow
Velocity in fps Slope in ft/ft Land Use Curves
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Open Channel Flow n = 0.06 n = 0.07 n = 0.035
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Topen channel flow = Length/Velocity
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Time of Travel Tt = t1 + t2 + t3 Sheet Flow Shallow Concentrated Flow
Open Channel or Pipe Flow
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