Storm Runoff Volume given Sediment Yield from Individual Storm Solution

STEP 0: Pre-Calculation Summary
Formula Used
Runoff Volume = ((Sediment Yield from an Individual Storm/(11.8*Soil Erodibility Factor*Topographic factor*Cover Management Factor*Support Practice Factor))^(1/0.56))/Peak Rate of Runoff
QV = ((Y/(11.8*K*Kzt*C*P))^(1/0.56))/qp
This formula uses 7 Variables
Variables Used
Runoff Volume - (Measured in Cubic Meter) - Runoff Volume is the average amount of water that flows down a particular river, per year, expressed as a volume of water flowing past a given point.
Sediment Yield from an Individual Storm - (Measured in Kilogram) - Sediment Yield from an Individual Storm is the amount of sediment leaving the watershed or catchment, and gross erosion is defined as the absolute amount of erosion occurring within the catchment.
Soil Erodibility Factor - Soil Erodibility Factor is the intrinsic susceptibility of a soil to erosion by runoff and raindrop impact.
Topographic factor - Topographic Factor also called indirect factors as they influence the growth and development of organisms by bringing variations in climatic factors.
Cover Management Factor - Cover Management Factor reflects the effect of cropping and management practices on erosion rates.
Support Practice Factor - Support Practice Factor is the ratio of soil loss with a support practice like strip cropping to that with a straight row farming up and down the slope.
Peak Rate of Runoff - (Measured in Cubic Meter per Second) - Peak Rate of Runoff is the maximum rate of discharge during the period of runoff caused by a storm.
STEP 1: Convert Input(s) to Base Unit
Sediment Yield from an Individual Storm: 135.7332 Kilogram --> 135.7332 Kilogram No Conversion Required
Soil Erodibility Factor: 0.17 --> No Conversion Required
Topographic factor: 25 --> No Conversion Required
Cover Management Factor: 0.61 --> No Conversion Required
Support Practice Factor: 0.74 --> No Conversion Required
Peak Rate of Runoff: 1.256 Cubic Meter per Second --> 1.256 Cubic Meter per Second No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
QV = ((Y/(11.8*K*Kzt*C*P))^(1/0.56))/qp --> ((135.7332/(11.8*0.17*25*0.61*0.74))^(1/0.56))/1.256
Evaluating ... ...
QV = 19.5000012401795
STEP 3: Convert Result to Output's Unit
19.5000012401795 Cubic Meter --> No Conversion Required
FINAL ANSWER
19.5000012401795 19.5 Cubic Meter <-- Runoff Volume
(Calculation completed in 00.004 seconds)

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6 Modified Universal Soil Loss Equation Calculators

Storm Runoff Volume given Sediment Yield from Individual Storm
Go Runoff Volume = ((Sediment Yield from an Individual Storm/(11.8*Soil Erodibility Factor*Topographic factor*Cover Management Factor*Support Practice Factor))^(1/0.56))/Peak Rate of Runoff
Peak Rate of Runoff given Sediment Yield from Individual Storm
Go Peak Rate of Runoff = ((Sediment Yield from an Individual Storm/(11.8*Soil Erodibility Factor*Topographic factor*Cover Management Factor*Support Practice Factor))^(1/0.56))/Runoff Volume
Crop Management Factor given Sediment Yield from Individual Storm
Go Cover Management Factor = Sediment Yield from an Individual Storm/(11.8*((Runoff Volume*Peak Rate of Runoff)^0.56)*Soil Erodibility Factor*Topographic factor*Support Practice Factor)
Topographic Factor given Sediment Yield from Individual Storm
Go Topographic factor = Sediment Yield from an Individual Storm/(11.8*((Runoff Volume*Peak Rate of Runoff)^0.56)*Soil Erodibility Factor*Cover Management Factor*Support Practice Factor)
Support Cultivation Practice given Sediment Yield from Individual Storm
Go Support Practice Factor = Sediment Yield from an Individual Storm/(11.8*(Runoff Volume*Peak Rate of Runoff)^0.56*Soil Erodibility Factor*Topographic factor*Cover Management Factor)
Sediment Yield from Individual Storm
Go Sediment Yield from an Individual Storm = 11.8*((Runoff Volume*Peak Rate of Runoff)^0.56)*Soil Erodibility Factor*Topographic factor*Cover Management Factor*Support Practice Factor

Storm Runoff Volume given Sediment Yield from Individual Storm Formula

Runoff Volume = ((Sediment Yield from an Individual Storm/(11.8*Soil Erodibility Factor*Topographic factor*Cover Management Factor*Support Practice Factor))^(1/0.56))/Peak Rate of Runoff
QV = ((Y/(11.8*K*Kzt*C*P))^(1/0.56))/qp

What is Topographic Factor?

The Topographic Factor is defined as the factors concerned with topography or physical features of an area are called topographic factors, including height, direction of slope and steepness of the slope.

What is Sediment Yield?

Sediment yield can be defined as the amount of sediment reaching or passing a point of interest in a given period of time, and sediment yield estimates are normally given as Tonnes per year or kilograms per year.

How to Calculate Storm Runoff Volume given Sediment Yield from Individual Storm?

Storm Runoff Volume given Sediment Yield from Individual Storm calculator uses Runoff Volume = ((Sediment Yield from an Individual Storm/(11.8*Soil Erodibility Factor*Topographic factor*Cover Management Factor*Support Practice Factor))^(1/0.56))/Peak Rate of Runoff to calculate the Runoff Volume, The Storm Runoff Volume given Sediment Yield from Individual Storm formula is defined as the volume of water that runs off a land development project from a prescribed storm event. Runoff Volume is denoted by QV symbol.

How to calculate Storm Runoff Volume given Sediment Yield from Individual Storm using this online calculator? To use this online calculator for Storm Runoff Volume given Sediment Yield from Individual Storm, enter Sediment Yield from an Individual Storm (Y), Soil Erodibility Factor (K), Topographic factor (Kzt), Cover Management Factor (C), Support Practice Factor (P) & Peak Rate of Runoff (qp) and hit the calculate button. Here is how the Storm Runoff Volume given Sediment Yield from Individual Storm calculation can be explained with given input values -> 15 = ((135.7332/(11.8*0.17*25*0.61*0.74))^(1/0.56))/1.256.

FAQ

What is Storm Runoff Volume given Sediment Yield from Individual Storm?
The Storm Runoff Volume given Sediment Yield from Individual Storm formula is defined as the volume of water that runs off a land development project from a prescribed storm event and is represented as QV = ((Y/(11.8*K*Kzt*C*P))^(1/0.56))/qp or Runoff Volume = ((Sediment Yield from an Individual Storm/(11.8*Soil Erodibility Factor*Topographic factor*Cover Management Factor*Support Practice Factor))^(1/0.56))/Peak Rate of Runoff. Sediment Yield from an Individual Storm is the amount of sediment leaving the watershed or catchment, and gross erosion is defined as the absolute amount of erosion occurring within the catchment, Soil Erodibility Factor is the intrinsic susceptibility of a soil to erosion by runoff and raindrop impact, Topographic Factor also called indirect factors as they influence the growth and development of organisms by bringing variations in climatic factors, Cover Management Factor reflects the effect of cropping and management practices on erosion rates, Support Practice Factor is the ratio of soil loss with a support practice like strip cropping to that with a straight row farming up and down the slope & Peak Rate of Runoff is the maximum rate of discharge during the period of runoff caused by a storm.
How to calculate Storm Runoff Volume given Sediment Yield from Individual Storm?
The Storm Runoff Volume given Sediment Yield from Individual Storm formula is defined as the volume of water that runs off a land development project from a prescribed storm event is calculated using Runoff Volume = ((Sediment Yield from an Individual Storm/(11.8*Soil Erodibility Factor*Topographic factor*Cover Management Factor*Support Practice Factor))^(1/0.56))/Peak Rate of Runoff. To calculate Storm Runoff Volume given Sediment Yield from Individual Storm, you need Sediment Yield from an Individual Storm (Y), Soil Erodibility Factor (K), Topographic factor (Kzt), Cover Management Factor (C), Support Practice Factor (P) & Peak Rate of Runoff (qp). With our tool, you need to enter the respective value for Sediment Yield from an Individual Storm, Soil Erodibility Factor, Topographic factor, Cover Management Factor, Support Practice Factor & Peak Rate of Runoff 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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