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Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given Solution

STEP 0: Pre-Calculation Summary
Formula Used
acceleration_due_to_gravity = (((2*Discharge)/(3*coefficient of Discharge rectangular*(Length-0.1*number of end contractions*Head)^(3/2)))^2)*(1/2)
g = (((2*Q)/(3*C d1*(l-0.1*n*H)^(3/2)))^2)*(1/2)
This formula uses 5 Variables
Variables Used
Discharge - Discharge is the rate of flow of a liquid (Measured in Meter³ per Second)
coefficient of discharge rectangular- The coefficient of discharge rectangular portion is considered in discharge through the trapezoidal notch.
Length - Length is the measurement or extent of something from end to end. (Measured in Meter)
number of end contractions- number of end contractions can be described as the end contractions acting on a channel
Head - Head is defined as the height of water columns (Measured in Meter)
STEP 1: Convert Input(s) to Base Unit
Discharge: 1 Meter³ per Second --> 1 Meter³ per Second No Conversion Required
coefficient of discharge rectangular: 0.63 --> No Conversion Required
Length: 3 Meter --> 3 Meter No Conversion Required
number of end contractions: 5 --> No Conversion Required
Head: 1 Meter --> 1 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
g = (((2*Q)/(3*C d1*(l-0.1*n*H)^(3/2)))^2)*(1/2) --> (((2*1)/(3*0.63*(3-0.1*5*1)^(3/2)))^2)*(1/2)
Evaluating ... ...
g = 0.0358332633464909
STEP 3: Convert Result to Output's Unit
0.0358332633464909 Meter per Square Second --> No Conversion Required
FINAL ANSWER
0.0358332633464909 Meter per Square Second <-- Acceleration Due To Gravity
(Calculation completed in 00.031 seconds)

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11 Other formulas that calculate the same Output

Acceleration Due to Gravity when Self Cleansing Velocity is Given
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Acceleration Due to Gravity when Settling Velocity within Transition Zone is Given
acceleration_due_to_gravity = (Settling velocity)^(1/0.714)/((Specific gravity of sediment-1)*(Diameter )^(1.6))/(13.88*(Kinematic viscosity )^(0.6)) Go
Acceleration due to gravity when area for siphon throat is given
acceleration_due_to_gravity = (Volume flow rate/(coefficient of discharging*area for siphon throat))^(2)*(1/(2*head of the liquid)) Go
Acceleration due to Gravity when Time Period is given
acceleration_due_to_gravity = (Radius of gyration^2/((Time Period Of Progressive Wave/2*pi)^2)*Distance between point B and G) Go
Acceleration Due to Gravity when Settling Velocity is Given
acceleration_due_to_gravity = (Settling velocity)^2/(((4/3)*(Specific gravity of sediment-1)*Diameter )/coefficient of drag) Go
Acceleration Due to Gravity when Maximum Critical Scour Velocity is Given
acceleration_due_to_gravity = (Maximum critical scour velocity/(4.5*sqrt(Diameter *(Specific gravity of particle-1))))^2 Go
Acceleration Due to Gravity when Minimum Critical Scour Velocity is Given
acceleration_due_to_gravity = (Minimum critical scour velocity/(3*sqrt(Diameter *(Specific gravity of particle-1))))^2 Go
Acceleration Due to Gravity when Settling Velocity for Turbulent Settling is Given
acceleration_due_to_gravity = (Settling velocity/(1.8*sqrt((Specific gravity of sediment-1)*Diameter )))^2 Go
Acceleration due to gravity when inlet capacity for flow depth more than 1ft 5in is given
acceleration_due_to_gravity = ((inlet capacity/(0.6*Area))^2)*(1/(2*Depth)) Go
Acceleration Due to Gravity when Head Loss is Given
acceleration_due_to_gravity = (0.1*(critical velocity)^2/(2*Head loss)) Go
Acceleration Due to Gravity when Critical Depth in the Control Section is Given
acceleration_due_to_gravity = ((critical velocity)^2/critical depth) Go

Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given Formula

acceleration_due_to_gravity = (((2*Discharge)/(3*coefficient of Discharge rectangular*(Length-0.1*number of end contractions*Head)^(3/2)))^2)*(1/2)
g = (((2*Q)/(3*C d1*(l-0.1*n*H)^(3/2)))^2)*(1/2)

What is Coefficient of Discharge?

Discharge Coefficient is the ratio of actual discharge through a nozzle or orifice to the theoretical discharge.

How to Calculate Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given?

Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given calculator uses acceleration_due_to_gravity = (((2*Discharge)/(3*coefficient of Discharge rectangular*(Length-0.1*number of end contractions*Head)^(3/2)))^2)*(1/2) to calculate the Acceleration Due To Gravity, The Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given is the acceleration of a body in free fall under the influence of earth's gravity expressed as the rate of increase of velocity per unit of time. Acceleration Due To Gravity and is denoted by g symbol.

How to calculate Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given using this online calculator? To use this online calculator for Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given, enter Discharge (Q), coefficient of discharge rectangular (C d1), Length (l), number of end contractions (n) and Head (H) and hit the calculate button. Here is how the Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given calculation can be explained with given input values -> 0.035833 = (((2*1)/(3*0.63*(3-0.1*5*1)^(3/2)))^2)*(1/2).

FAQ

What is Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given?
The Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given is the acceleration of a body in free fall under the influence of earth's gravity expressed as the rate of increase of velocity per unit of time and is represented as g = (((2*Q)/(3*C d1*(l-0.1*n*H)^(3/2)))^2)*(1/2) or acceleration_due_to_gravity = (((2*Discharge)/(3*coefficient of Discharge rectangular*(Length-0.1*number of end contractions*Head)^(3/2)))^2)*(1/2). Discharge is the rate of flow of a liquid, The coefficient of discharge rectangular portion is considered in discharge through the trapezoidal notch, Length is the measurement or extent of something from end to end, number of end contractions can be described as the end contractions acting on a channel and Head is defined as the height of water columns.
How to calculate Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given?
The Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given is the acceleration of a body in free fall under the influence of earth's gravity expressed as the rate of increase of velocity per unit of time is calculated using acceleration_due_to_gravity = (((2*Discharge)/(3*coefficient of Discharge rectangular*(Length-0.1*number of end contractions*Head)^(3/2)))^2)*(1/2). To calculate Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given, you need Discharge (Q), coefficient of discharge rectangular (C d1), Length (l), number of end contractions (n) and Head (H). With our tool, you need to enter the respective value for Discharge, coefficient of discharge rectangular, Length, number of end contractions and Head and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Acceleration Due To Gravity?
In this formula, Acceleration Due To Gravity uses Discharge, coefficient of discharge rectangular, Length, number of end contractions and Head. We can use 11 other way(s) to calculate the same, which is/are as follows -
  • acceleration_due_to_gravity = ((inlet capacity/(0.6*Area))^2)*(1/(2*Depth))
  • acceleration_due_to_gravity = (Volume flow rate/(coefficient of discharging*area for siphon throat))^(2)*(1/(2*head of the liquid))
  • acceleration_due_to_gravity = ((Self cleansing velocity)^2*Friction factor)/(8*Constant*Diameter of the grain*(Specific gravity of sediment-1))
  • acceleration_due_to_gravity = (Radius of gyration^2/((Time Period Of Progressive Wave/2*pi)^2)*Distance between point B and G)
  • acceleration_due_to_gravity = (Settling velocity)^2/(((4/3)*(Specific gravity of sediment-1)*Diameter )/coefficient of drag)
  • acceleration_due_to_gravity = (Settling velocity)^(1/0.714)/((Specific gravity of sediment-1)*(Diameter )^(1.6))/(13.88*(Kinematic viscosity )^(0.6))
  • acceleration_due_to_gravity = (Settling velocity/(1.8*sqrt((Specific gravity of sediment-1)*Diameter )))^2
  • acceleration_due_to_gravity = (Minimum critical scour velocity/(3*sqrt(Diameter *(Specific gravity of particle-1))))^2
  • acceleration_due_to_gravity = (Maximum critical scour velocity/(4.5*sqrt(Diameter *(Specific gravity of particle-1))))^2
  • acceleration_due_to_gravity = (0.1*(critical velocity)^2/(2*Head loss))
  • acceleration_due_to_gravity = ((critical velocity)^2/critical depth)
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