Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
Ishita Goyal has created this Calculator and 100+ more calculators!
Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
Chandana P Dev has verified this Calculator and 500+ more calculators!

11 Other formulas that you can solve using the same Inputs

Diagonal of a Rectangle when breadth and area are given
Diagonal=sqrt(((Area)^2/(Breadth)^2)+(Breadth)^2) GO
Diagonal of a Rectangle when length and area are given
Diagonal=sqrt(((Area)^2/(Length)^2)+(Length)^2) GO
Side of a Kite when other side and area are given
Side A=(Area*cosec(Angle Between Sides))/Side B GO
Perimeter of rectangle when area and rectangle length are given
Perimeter=(2*Area+2*(Length)^2)/Length GO
Buoyant Force
Buoyant Force=Pressure*Area GO
Perimeter of a square when area is given
Perimeter=4*sqrt(Area) GO
Diagonal of a Square when area is given
Diagonal=sqrt(2*Area) GO
Length of rectangle when area and breadth are given
Length=Area/Breadth GO
Breadth of rectangle when area and length are given
Breadth=Area/Length GO
Pressure when force and area are given
Pressure=Force/Area GO
Stress
Stress=Force/Area GO

Average rainfall rate when stormwater is given Formula

average rainfall rate=peak runoff/(runoff coefficient*Area)
I=Q/(C*A)
More formulas
Stormwater Flow GO
Drainage area when stormwater is given GO
Coefficient of runoff when stormwater is given GO
Flow velocity using Manning's formula GO
Roughness coefficient when flow velocity is given GO
Hydraulic radius when flow velocity is given GO
Energy loss when flow velocity is given GO
Conversion factor when flow velocity is given GO
Water flow equation GO
Area when water flow equation is given GO
Velocity when water flow equation is given GO
Volume of the Reactor GO
Mean cell residence time when the volume of the reactor is given GO
Average daily influent flow rate when the volume of the reactor is given GO
Maximum yield coefficient when the volume of the reactor is given GO
Influent substrate concentration when the volume of the reactor is given GO
Effluent substrate concentration when the volume of the reactor is given GO
Mixed liquor volatile suspended solids when the volume of the reactor is given GO
Endogenous decay constant when the volume of the reactor is given GO
Hydraulic Retention Time GO
Volume of Reactor when Hydraulic Retention Time is Given GO
Average daily influent flow rate when hydraulic retention time is given GO
Observed cell yield GO
Maximum yield coefficient when observed cell yield is given GO
Endogenous decay coefficient when observed cell yield is given GO
Mean cell residence time when observed cell yield is given GO
Net waste activated sludge GO
Observed Cell Yield When Net Waste Activated Sludge is Given GO
Average Daily Influent Flow Rate When Net Waste Activated Sludge is Given GO
Influent Substrate Concentration When Net Waste Activated Sludge is Given GO
Effluent substrate concentration when net waste activated sludge is given GO
Theoretical oxygen requirement for the removal of the carbonaceous organic matter GO
Total mass of BOD utilized when theoretical oxygen requirement is given GO
Mass of organisms wasted when theoretical oxygen requirement is given GO
Theoretical oxygen requirements using the conversion factor GO
Average daily influent flow rate when theoretical oxygen requirement is given GO
Influent substrate concentration when theoretical oxygen requirement is given GO
Conversion factor when theoretical oxygen requirement is given GO
Effluent substrate concentration when theoretical oxygen requirement is given GO
Net waste activated sludge when theoretical oxygen requirement is given GO
F:M ratio GO
Influent substrate concentration when F:M ratio is given GO
Hydraulic Retention Time When F:M Ratio is Given GO
Mixed Liquor Volatile Suspended Solids When F:M Ratio is Given GO
Organic loading GO
Influent substrate concentration when organic loading is given GO
Average daily influent flow rate when organic loading is given GO
Volume of the reactor when organic loading is given GO
Organic Loading Using Hydraulic Retention Time GO
Influent substrate concentration when organic loading using hydraulic retention time is given GO
Hydraulic retention time when organic loading is given GO
Wasting rate from return line GO
Volume of the reactor when wasting rate from return line is given GO
Mixed liquor suspended solids when wasting rate from return line is given GO
WAS Pumping Rate From Return Line When Wasting Rate From Return Line is Given GO
Concentration of Sludge in Return Line when Wasting Rate from Return Line is Given GO
Effluent Flow Rate when Wasting Rate from Return Line is Given GO
Concentration of Solids in Effluent When Wasting Rate from Return Line is Given GO
Wasting Rate from Return Line when Concentration of Solid in Effluent is Low GO
Volume of Reactor Using Wasting Rate from Return Line when Concentration of Solid in Effluent is Low GO
MLSS Using Wasting rate From Return Line when Concentration of Solid in Effluent is Low GO
WAS Pumping Rate Using Wasting Rate from Return Line when Concentration of Solid in Effluent is Low GO
Sludge Concentration Using Wasting Rate from Return Line when Solid Concentration in Effluent is Low GO
Peak Discharge in Circular Settling Tanks GO
Average Daily Load when Peak Discharge in Circular Settling Tanks is Given GO
Peaking Factor when Peak Discharge in Circular Settling Tanks is Given GO
Surface Area of Circular Settling Tank GO
Peak Discharge when Surface Area of Circular Settling Tank is Given GO
Design Surface Loading Rate when Surface Area of Circular Settling Tank is Given GO
Return Activated Sludge Flow Rate GO
Influent Flow Rate when Return Activated Sludge Flow Rate is Given GO
Maximum Solids Entering the Clarifier GO
Peak Discharge when Maximum Solids Entering the Clarifier is Given GO
Return Activated Sludge Flow Rate when Maximum Solids Entering the Clarifier is Given GO
Mixed Liquor Suspended Solids in Aeration Tank when Maximum Solids is Given GO
Quantity of Active Polymer Required GO
Wastewater Flow when Quantity of Active Polymer Required is Given GO
Active Polymer Dosage when Quantity of Active Polymer Required is Given GO
Quantity of Dilution Water Required GO
Active Polymer when Quantity of Dilution Water Required is Given GO
Percent Solution Used when Quantity of Dilution Water Required is Given GO
Quantity of Neat Polymer Required GO
Active Polymer when Quantity of Neat Polymer Required is Given GO
Percent Active Polymer in Emulsion when Quantity of Neat Polymer Required is Given GO
Time Required to Use One Drum of Polymer GO
Drum Capacity when Time Required to Use One Drum of Polymer is Given GO
Neat Polymer when Time Required to Use One Drum of Polymer is Given GO
WAS pumping rate from aeration tank GO
Sludge Age when WAS Pumping Rate from Aeration Tank is Given GO
Volume of Reactor When WAS Pumping Rate from Aeration Tank is Given GO
RAS Pumping Rate from Aeration Tank GO
MLSS when RAS Pumping Rate from Aeration Tank is Given GO
Average Daily Influent Flow Rate when RAS Pumping Rate from Aeration Tank is Given GO
Concentration of Sludge in Return Line when RAS Pumping Rate from Aeration Tank is Given GO
WAS Pumping Rate from Return Line when RAS Pumping Rate from Aeration Tank is Given GO
Recirculation Ratio GO
RAS Pumping Rate when Recirculation Ratio is Given GO
Average Daily Influent Flow Rate when Recirculation Ratio is Given GO
Sludge Feed Rate for Dewatering Facility GO
Digested Sludge when Sludge Feed Rate for Dewatering Facility is Given GO
Operation Time when Sludge Feed Rate for Dewatering Facility is Given GO
Weight Flow Rate of Sludge Feed GO
Volume Flow Rate of Sludge Feed when Weight Flow Rate is Given GO
Specific Gravity of Sludge when Weight Flow Rate is Given GO
Percent Solids when Weight Flow Rate of Sludge Feed is Given GO
Percent Solids Recovery to Determine Solids Capture GO
Percent Cake Solids when Percent Solids Recovery is Given GO
Percent Feed Solids when Percent Solids Recovery is Given GO
Percent Centrate Solids when Percent Solids Recovery is Given GO
Dewatered Sludge or Cake Discharge Rate GO
Sludge Feed Rate when Dewatered Sludge Discharge Rate is Given GO
Solids Recovery when Dewatered Sludge Discharge Rate is Given GO
Wet Cake Discharge Rate GO
Dry Cake Rate when Wet Cake Discharge Rate is Given GO
Percent Cake Solids when Wet Cake Discharge Rate is Given GO
Volume of Wet Cake GO
Wet Cake Rate when Volume of Wet Cake is Given GO
Cake Density when Volume of Wet Cake is Given GO
Percent Reduction in Sludge Volume GO
Sludge Volume In when Percent Reduction in Sludge Volume is Given GO
Sludge Volume Out when Percent Reduction in Sludge Volume is Given GO
Centrifugal Acceleration Force in Centrifuge GO
Rotational Speed of Centrifuge when Centrifugal Acceleration Force is Given GO
Bowl Radius when Centrifugal Acceleration Force is Given GO
Polymer Feed Rate of Dry Polymer GO
Polymer Dosage when Polymer Feed Rate of Dry Polymer GO
Dry Sludge Feed when Polymer Feed Rate of Dry Polymer is Given GO
Polymer Feed Rate as Volumetric Flow Rate GO
Polymer Feed Rate as Mass Flow Rate when Polymer Feed Rate as Volumetric Flow Rate is Given GO
Specific Gravity of the Polymer when Polymer Feed Rate as Volumetric Flow Rate is Given GO
Percent Polymer Concentration when Polymer Feed Rate as Volumetric Flow Rate is Given GO
Volume of Rapid Mix Basin GO
Hydraulic Retention Time when Volume of Rapid Mix Basin is Given GO
Wastewater Flow when Volume of Rapid Mix Basin is Given GO
Mean Velocity Gradient when Power Requirement is Given GO
Power Requirement when Mean Velocity Gradient is Given GO
Dynamic Viscosity when Mean Velocity Gradient is Given GO
Volume of Mixing Tank when Mean Velocity Gradient is Given GO
Power Requirement for Rapid Mixing Operations in Wastewater Treatment GO
Mean Velocity Gradient when Power Requirement for Rapid Mixing Operations is Given GO
Dynamic Viscosity when Power Requirement for Rapid Mixing Operations is Given GO
Volume of Mixing Tank when Power Requirement for Rapid Mixing Operations is Given GO
Required Volume of the Flocculation Basin GO
Flow Rate of Secondary Effluent when Volume of the Flocculation Basin is Given GO
Time in Minutes Per Day when Volume of the Flocculation Basin is Given GO
Power Requirement for Flocculation in Direct Filtration Process GO
Mean Velocity Gradient when Power Requirement for Flocculation is Given GO
Dynamic Viscosity when Power Requirement for Flocculation is Given GO
Volume of Flocculation Basin when Power Requirement for Flocculation is Given GO
Volume of Digested Sludge GO
Weight of Sludge when Volume of Digested Sludge is Given GO
Density of Water when Volume of Digested Sludge is Given GO
Specific Gravity of Digested Sludge when Volume of Digested Sludge is Given GO
Percent Solids when Volume of Digested Sludge is Given GO
Weight of Oxygen Required to Destroy the VSS GO
VSS as Mass Flow Rate when Weight of Oxygen Required is Given GO
Initial Weight of Oxygen when Weight of Oxygen Required is Given GO
Weight of VSS when Weight of Oxygen Required is Given GO
Volume of Air Required at Standard Conditions GO
Weight of Oxygen Required when Volume of Air Required is Given GO
Density of air when Volume of Air Required is Given GO
Volume of Aerobic Digester GO
Influent Average Flow Rate when Volume of Aerobic Digester is Given GO
Influent Suspended Solids when Volume of Aerobic Digester is Given GO
Digester Total Suspended Solids when Volume of Aerobic Digester is Given GO
Reaction Rate Constant when Volume of Aerobic Digester is Given GO
Volatile Fraction of Digester Suspended Solids when Volume of Aerobic Digester is Given GO
Solids Retention Time when Volume of Aerobic Digester is Given GO
Overall Efficiency of Two Stage Trickling Filter GO
Influent BOD when overall efficiency of two-stage trickling filter is given GO
Effluent BOD when overall efficiency of two-stage trickling filter is given GO
Overall Efficiency when Efficiency of First and Second Filter Stage is Given GO
Efficiency of first filter stage when overall efficiency is given GO
Efficiency of second filter stage when overall efficiency is given GO
Recirculation ratio GO
Recirculation flow when recirculation ratio is given GO
Wastewater flow when recirculation ratio is given GO
Assumed Solid Loading Rate of Circular Settling Tanks GO
Maximum Solids when Solid Loading Rate is Given GO
Surface Area when Solid Loading Rate is Given GO
Actual Solid Loading Rate of Circular Settling Tanks GO
Solids Processed when Actual Solid Loading Rate is Given GO
Total Settling Tank Surface Area when Actual Solid Loading Rate is Given GO
Volume Required for an Anaerobic Digester GO
Hydraulic Retention Time when Volume Required for an Anaerobic Digester is Given GO
Influent Sludge Flow Rate when Volume Required for an Anaerobic Digester is Given GO
Volumetric Loading in an Anaerobic Digester GO
BOD Per Day when Volumetric Loading in an Anaerobic Digester is Given GO
Volumetric Flow Rate when Volumetric Loading in an Anaerobic Digester is Given GO
Quantity of Volatile Solids Produced Each Day GO
Yield Coefficient when Quantity of Volatile Solids is Given GO
BOD In when Quantity of Volatile Solids is Given GO
BOD Out when Quantity of Volatile Solids is Given GO
Endogenous Coefficient when Quantity of Volatile Solids is Given GO
Mean Cell Residence Time when Quantity of Volatile Solids is Given GO
Volume of Methane Gas Produced at Standard Conditions GO
BOD In when Volume of Methane Gas Produced is Given GO
BOD Out when Volume of Methane Gas Produced is Given GO
Volatile Solids Produced when Volume of Methane Gas Produced is Given GO
Percent Stabilization GO
BOD In when Percent Stabilization is Given GO
BOD Out when Percent Stabilization is Given GO
Volatile Solids Produced when Percent Stabilization is Given GO
Volume of Each Grit Chamber GO
Peak Flow Rate when Volume of Each Grit Chamber is Given GO
Detention Time when Volume of Each Grit Chamber is Given GO
Width of Grit Chamber GO
Selected Width-Ratio when Width of Grit Chamber is Given GO
Chosen Depth when Width of Grit Chamber is Given GO
Length of Grit Chamber GO
volume when Length of Grit Chamber is Given GO
Width when Length of Grit Chamber is Given GO
Depth when Length of Grit Chamber is Given GO
Air supply required in Grit Chamber GO
Chosen Air Supply when Air supply required is Given GO
Chamber Length when Air supply required is Given GO
Recirculation factor GO
Recirculation ratio when hydraulic loading is given GO
Efficiency of First Filter Stage GO
BOD Loading to Filter when Efficiency of First Filter Stage is Given GO
Volume of Filter Media when Efficiency of First Filter Stage is Given GO
Recirculation Factor when Efficiency of First Filter Stage is Given GO
BOD Loading for First Stage Filter GO
Influent BOD when BOD loading for first stage filter is given GO
Wastewater Flow when BOD Loading for First Stage is Given GO
BOD Loading for Second Stage Filter GO
Efficiency of First Filter when BOD Loading for Second Filter is Given GO
BOD Loading for First Stage Filter when BOD Loading for Second Filter Stage is Given GO
Volume of Aerated Grit Chamber GO
Assumed Grit Quantity when Volume of Aerated Grit Chamber is Given GO
Volume Flow Rate Handled when Volume of Aerated Grit Chamber is Given GO
Treatability Constant at 30°C and 20 ft Filter Depth GO
Treatability Constant at 20°C and 20 ft Filter Depth GO
Temperature Activity Coefficient when Treatability Constant is Given GO
Wastewater Temperature when Treatability Constant is Given GO
Treatability Constant at 30°C and 25 ft Filter Depth GO
Treatability Constant at 30°C and 20 ft Filter Depth when Empirical Constant is Given GO
Depth of Reference Filter when Treatability Constant is Given GO
Depth of Actual Filter when Treatability Constant is Given GO
Empirical Constant when Treatability Constant is Given GO
BOD5 of Settled Effluent from Trickling Filter GO
BOD5 of Influent Wastewater to Trickling Filter GO
Treatability Constant Adjusted for Wastewater Temperature and Filter Depth GO
Depth of Filter when Treatability Constant is Given GO
Volumetric Flowrate Applied Per Unit of Filter Area GO
Volumetric Flowrate Applied Per Unit of Filter Area when Discharge and Area is Given GO
Flowrate Applied to Filter Without Recirculation GO
Area of Filter when Volumetric Flowrate Applied Per Unit of Filter Area is Given GO
Area of Trickling Filter when Volumetric Flowrate is Given GO
Volumetric Flow Rate when Area of Trickling Filter is Given GO
Hydraulic Loading of the Filter GO
Flowrate Applied to Filter Without Recirculation when Hydraulic Loading is Given GO
Area of Filter when Hydraulic Loading is Given GO
Organic Loading to the Trickling Filter GO
BOD5 Load when Organic Loading is Given GO
Area of Filter when Organic Loading is Given GO
Filter Length when Organic Loading is Given GO
Dosing Rate GO
Rotational Speed of Distribution GO
Total Applied Hydraulic Loading Rate when Rotational Speed is Given GO
Number of Arms in Rotary Distributor Assembly when Rotational Speed is Given GO
Dosing Rate when Rotational Speed is Given GO
Total Applied Hydraulic Loading Rate GO
Influent Wastewater Hydraulic Loading Rate when Total Hydraulic Loading Rate is Given GO
Recycle Flow Hydraulic Loading Rate when Total Hydraulic Loading Rate is Given GO
Efficiency of second filter stage GO
Efficiency of first filter stage using efficiency of second filter stage GO
BOD loading to second filter stage when efficiency of second filter stage is given GO
Volume of filter media when efficiency of second filter stage is given GO
Recirculation factor when efficiency of second filter stage is given GO
Hydraulic loading to each filter GO
Wastewater flow when hydraulic loading is given GO
Area when hydraulic loading is given GO
Number of Coliform Organisms at Any Particular Time GO
Number of Coliform Organisms at Any Initial Time GO
Total Chlorine Residual at Any Particular Time GO
Residence Time when Number of Coliform Organisms at Any Particular Time is Given GO
Capacity of the Chlorinator at Peak Flow GO
Dosage Used when Capacity of the Chlorinator at Peak Flow is Given GO
Average Flow when Capacity of the Chlorinator at Peak Flow is Given GO
Peaking Factor when Capacity of the Chlorinator at Peak Flow is Given GO
Average Daily Consumption of Chlorine GO
Dosage Used when Average Daily Consumption of Chlorine is Given GO
Average Flow when Average Daily Consumption of Chlorine is Given GO
Flow Rate Through Pipe Using Manning Formula GO
Conveyance Factor When Flow Rate Through Pipe Using Manning Formula is Given GO
Pipe Slope When Flow Rate Through Pipe Using Manning Formula is Given GO
Maximum Daily Flow for Areas of Moderate Sizes GO
Average Daily Flow when Maximum Daily Flow for Areas of Moderate Sizes is Given GO
Maximum Hourly Flow when Maximum Daily Flow for Areas of Moderate Sizes is Given GO
Maximum Daily Flow when Maximum Hourly Flow is Given GO
Average Daily Flow when Maximum Hourly Flow is Given GO
Peak Sewage Flow when Population in Thousands is Given GO
Maximum Hourly Flow when Average Daily Flow is Given GO
Population in Thousands when Peak Sewage Flow is Given GO
Average Daily Sewage Flow when Peak Sewage Flow is Given GO
Minimum Daily Flow for Areas of Moderate Sizes GO
Average Daily Flow when Minimum Daily Flow for Areas of Moderate Sizes is Given GO
Minimum Hourly Flow when Minimum Daily Flow for Areas of Moderate Sizes is Given GO
Minimum Daily Flow when Minimum Hourly Flow is Given GO
Minimum Hourly Flow when Average Daily Flow is Given GO
Average Daily Flow when Minimum Hourly Flow is Given GO
Sanitary Sewer System Flow Rate GO
City Area when Sanitary Sewer System Flow Rate is Given GO
Population Density when Sanitary Sewer System Flow Rate is Given GO
Quantity of Sewage Produced Per Day when Sanitary Sewer System Flow Rate is Given GO
Lateral Sewer Discharging into Main Sewer GO
Sanitary Sewer System Flow Rate when Lateral Sewer Discharging into Main Sewer is Given GO
Percent Lateral Sewer Flow when Lateral Sewer Discharging into Main Sewer is Given GO
Peak Rate of Runoff in Rational Formula GO
Coefficient of Runoff when Peak Rate of Runoff is Given GO
Catchment Area when Peak Rate of Runoff is Given GO
Critical Rainfall Intensity when Peak Rate of Runoff is Given GO
Inlet Time Or Time of Equilibrium GO
Length of Overland Flow when Inlet Time is Given GO
Total Fall of Level from Critical Point to Mouth of Drain when Inlet Time is Given GO
Channel Flow Time Or Gutter Flow Time GO
Length of the Drain when Channel Flow Time is Given GO
Velocity in the Drain when Channel Flow Time is Given GO
Total Time of Concentration GO
Inlet Time when Total Time of Concentration is Given GO
Channel Flow Time when Total Time of Concentration is Given GO
Intensity of Rain for Intensity Duration Curve GO
Time in Minutes when Intensity of Rain is Given GO
Intensity of Rain when Time Varying Between 5 to 20 Minutes GO
Time when Intensity of Rain is Given GO
Intensity of Rain when Time Varying Between 20 to 100 Minutes GO
Time Varying Between 20 to 100 Minutes when Intensity of Rain is Given GO
Rainfall Intensity for Localities where Rainfall is Frequent GO
Time when Rainfall Intensity for Localities where Rainfall is Frequent is Given GO
Rainfall Intensity for Rain having Frequency of 10 Years GO
Time when Rainfall Intensity for Rain having Frequency of 10 Years is Given GO
Rainfall Intensity for Rain having Frequency of 1 Years GO
Time when Rainfall Intensity for Rain having Frequency of 1 Years is Given GO
Rainfall Intensity for Storms having Frequency of 10 Years GO
Time when Rainfall Intensity for Storms having Frequency of 10 Years is Given GO
Rainfall Intensity for Storms having Frequency of 15 Years GO
Time when Rainfall Intensity for Storms having Frequency of 15 Years is Given GO
Total Infiltration to Sanitary sewer GO
Infiltration when total infiltration to sanitary sewer is given GO
Sewer system length when total infiltration to sanitary sewer is given GO
Fire Demand for Cities of Less Than 200,000 Population GO
Peak Rate of Runoff from Burkli-Ziegler Formula GO
Runoff Coefficient when Peak Rate of Runoff is Given GO
Maximum Rainfall Intensity when Peak Rate of Runoff is Given GO
Drainage Area when Peak Rate of Runoff is Given GO
Slope of Ground Surface when Peak Rate of Runoff is Given GO
Peak Rate of Runoff from Dicken's Formula GO
Catchment Area when Peak Rate of Runoff is Given GO
Factors Dependent Constant when Peak Rate of Runoff is Given GO
Peak Rate of Runoff from Ryve's Formula GO
Catchment Area when Peak Rate of Runoff from Ryve's Formula is Given GO
Factors Dependent Constant when Peak Rate of Runoff from Ryve's Formula is Given GO
Peak Rate of Runoff from Inglis Formula GO
Catchment Area when Peak Rate of Runoff from Inglis Formula is Given GO
Peak Rate of Runoff from Inglis Formula Approximate GO
Peak Rate of Runoff from Nawab Jung Bahadur Formula GO
Peak Rate of Runoff from Dredge Formula GO
Catchment Area when Peak Rate of Runoff from Dredge Formula is Given GO
Length of the Drain when Peak Rate of Runoff from Dredge Formula is Given GO

What is stormwater?

Stormwater is water that originates from rain, including snow and ice melt. Stormwater can soak into the soil (infiltrate), be stored on the land surface in ponds and puddles, evaporate, or contribute to surface runoff.

How to Calculate Average rainfall rate when stormwater is given?

Average rainfall rate when stormwater is given calculator uses average rainfall rate=peak runoff/(runoff coefficient*Area) to calculate the average rainfall rate, The Average rainfall rate when stormwater is given formula is defined as the measure of the intensity of rainfall by calculating the amount of rain that would fall over a given interval of time. average rainfall rate and is denoted by I symbol.

How to calculate Average rainfall rate when stormwater is given using this online calculator? To use this online calculator for Average rainfall rate when stormwater is given, enter peak runoff (Q), runoff coefficient (C) and Area (A) and hit the calculate button. Here is how the Average rainfall rate when stormwater is given calculation can be explained with given input values -> 0.02 = 1/(1*50).

FAQ

What is Average rainfall rate when stormwater is given?
The Average rainfall rate when stormwater is given formula is defined as the measure of the intensity of rainfall by calculating the amount of rain that would fall over a given interval of time and is represented as I=Q/(C*A) or average rainfall rate=peak runoff/(runoff coefficient*Area). peak runoff is the maximum rate of discharge during the period of runoff caused by a storm. , runoff coefficient is a dimensionless coefficient relating the amount of runoff to the amount of precipitation received and The area is the amount of two-dimensional space taken up by an object.
How to calculate Average rainfall rate when stormwater is given?
The Average rainfall rate when stormwater is given formula is defined as the measure of the intensity of rainfall by calculating the amount of rain that would fall over a given interval of time is calculated using average rainfall rate=peak runoff/(runoff coefficient*Area). To calculate Average rainfall rate when stormwater is given, you need peak runoff (Q), runoff coefficient (C) and Area (A). With our tool, you need to enter the respective value for peak runoff, runoff coefficient and Area and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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