The Simplified Modified Rational Method is a runoff method common to the USA, used to generate flows in place of a full hyetograph. This method benefits from easy confirmation of results by hand. This method should not be confused with the UK based Modified Rational Method used to generate peak flows during the Network Design.
Due to its static nature, this runoff method does not require dynamic rainfall, and a single or multiple IDF Table can be used. Most design storms can be used as well, as they hold or can generate IDF tables internally. User Defined rainfall or non-IDF deriving rainfall types (e.g. SCS, Long Term or Observed) cannot be used for static analysis.
In order to perform a sizing analysis using the Simplified Modified Rational Method, two conditions must be met:
This method assumes that the rainfall intensity averaging period is equal to the actual storm duration. This means that the rainfall and runoff that occur before and after the rainfall averaging period are not accounted for. Therefore, the Modified Rational Method may underestimate the required storage volume for any given storm event.
|The Simplified Modified Rational Method should normally be used in homogeneous drainage areas of less than 20 acres, with a Time of Concentration of less than 20 minutes.|
|This method may not be available for your region. For more information, refer to the Regionalisation topic.|
Calculations are outlined in more detail in the Norfolk, Virginia Engineering Calculations document (pages 5-12 to 5-17).
The method involves the use of the standard rational method equation to generate a peak flow that is then converted into an inflow hydrograph using the following formula:
Q = Flow
Cf = Runoff Coefficient (Adjustment) Factor - Accounts for reduction of infiltration and other losses during high intensity storms
C = Runoff Coefficient
I = Rainfall Intensity – Selected from an IDF table based on the duration
A = Area
The hydrograph is then created using some additional parameter to describe the shape of the curve. These are:
The graph starts at 0, 0 and then builds up to the peak flow for the Tc value. It will then remain at that flow rate until Td, at which point it will drop back to zero based on the recession multiplier * Tc.
Images taken from the Norfolk, Virginia Engineering Calculations, Figure 5-5