Rational method runoff coefficient applications.
Runoff coefficient for roof.
And q the peak storm water runoff rate due to a storm of intensity i on.
Typical values are given below.
The higher the value the greater the quantity of water which will need to be dealt with by the drainage system.
One of the parameters in the rational method equation q cia is the runoff coefficient c.
There are two ways you can find the runoff coefficient.
C v using datafit 9 1 32 model selection criteria.
Measure along the length of the house or building and along the width of the house or building in feet.
Step 1 determine the footprint of your structure f in square feet.
It is possible to calculate the average runoff coefficient for non homogeneous areas considering.
Runoff coefficient c this coefficient allows for the quantity of water which runoff a particular type of surfacing into a drainage system and discount the quantity of water which will soak into or through the surfacing.
Rational method runoff coefficients.
Divide 100 by the number of downspouts in order to obtain the percentage of water collected from each downspout.
Count the number of downspouts coming from your roof.
I the design rainfall intensity for a storm of specified recurrence interval and duration equal to the watershed time of concentration.
The runoff coefficient c is a dimensionless coefficient relating the amount of runoff to the amount of precipitation received.
The formula for calculating this flow is called the maming formula.
Why is it important.
1 predicted c v must increase or remain constant for 0 p 100 mm 2 predicted c v 1 for 0 p 100.
The rational method considers a runoff coefficient of about 0 7 0 95 for both concrete streets and roofs the most impervious and a runoff coefficient of about 0 05 0 35 for lawns areas the most pervious.
A runoff coefficient is a number that relates the rainfall rate and runoff rate.
On a low slope fully adhered epdm roof with slope of 1 4 per foot one could justify a coefficient of 95 to 99.
Annual runoff generated roof area annual rainfall runoff coefficient 200 1000 0 9 180 000 litres or 47 520 gallons hence a storage capacity of 47 520 gallons is required to sail through the summer months with adequate water supply.
It is a larger value for areas with low infiltration and high runoff pavement steep gradient and lower for permeable well vegetated areas forest flat land.
Multiply the two figures together to obtain the square footage of your roof step 2 determine the percentage of water collected from each downspout p.
Using the runoff coefficient scientists and hydrologists can calculate how much water passes over a given area per second.
Tot per per tot imp impa a c a a.
Runoff coefficients paired rainfall p and observed runoff q obs from 21 living roofs volumetric runoff coefficient for each storm linear regression for paired p.