Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has created this Calculator and 500+ 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

Stress at Point y for a Curved Beam
Stress=((Bending Moment )/(Cross sectional area*Radius of Centroidal Axis))*(1+((Distance of Point from Centroidal Axis)/(Cross-Section Property*(Radius of Centroidal Axis+Distance of Point from Centroidal Axis)))) GO
Bending Moment When Stress is Applied at Point y in a Curved Beam
Bending Moment =((Stress*Cross sectional area*Radius of Centroidal Axis)/(1+(Distance of Point from Centroidal Axis/(Cross-Section Property*(Radius of Centroidal Axis+Distance of Point from Centroidal Axis))))) GO
Neutral Axis to Outermost Fiber Distance when Total Unit Stress in Eccentric Loading is Given
Outermost Fiber Distance=(Total Unit Stress-(Axial Load/Cross sectional area))*Moment of Inertia about Neutral Axis/(Axial Load*Distance_from Load Applied) GO
Total Unit Stress in Eccentric Loading
Total Unit Stress=(Axial Load/Cross sectional area)+(Axial Load*Outermost Fiber Distance*Distance_from Load Applied/Moment of Inertia about Neutral Axis) GO
Maximum Bending Moment when Maximum Stress For Short Beams is Given
Maximum Bending Moment=((Maximum stress at crack tip-(Axial Load/Cross sectional area))*Moment of Inertia)/Distance from the Neutral axis GO
Maximum Stress For Short Beams
Maximum stress at crack tip=(Axial Load/Cross sectional area)+((Maximum Bending Moment*Distance from the Neutral axis)/Moment of Inertia) GO
Axial Load when Maximum Stress For Short Beams is Given
Axial Load=Cross sectional area*(Maximum stress at crack tip-(Maximum Bending Moment*Distance from the Neutral axis/Moment of Inertia)) GO
Electric Current when Drift Velocity is Given
Electric Current=Number of free charge particles per unit volume*[Charge-e]*Cross sectional area*Drift Velocity GO
Resistance
Resistance=(Resistivity*Length of Conductor)/Cross sectional area GO
Centrifugal Stress
Centrifugal Stress=2*Tensile Stress*Cross sectional area GO
Rate of Flow
Rate of flow=Cross sectional area*Average Velocity GO

5 Other formulas that calculate the same Output

Flow Through any Square from Darcy's law for Ground Water Flow Nets
Quantity of water=Hydraulic Conductivity*Distance Between Flow Lines*Aquifer Thickness at Midpoint *(Difference in Head Between Equipotential Lines/Distance Between Equipotential Lines) GO
Quantity of Water in Steady-State Unsaturated Flow in the Direction of Downward Movement
Quantity of water=(Effective Hydraulic Conductivity *Cross sectional area*((Water Rise-Length of the Water Column)/Length of the Water Column))-Hydraulic Gradient GO
Quantity of Water in Steady-State Unsaturated Flow in the Direction of Upward Movement
Quantity of water=(Effective Hydraulic Conductivity *Cross sectional area*((Water Rise-Length of the Water Column)/Length of the Water Column))+Hydraulic Gradient GO
Darcy's Law
Quantity of water=Hydraulic Conductivity*Cross sectional area*Hydraulic Gradient GO
Quantity of Water when Transmissivity is Given
Quantity of water=Transmissivity*Large Width of Aquifer*Hydraulic Gradient GO

Velocity Equation of Hydraulics Formula

Quantity of water=Cross sectional area*Groundwater Velocity
Q=A*v
More formulas
Quantity of Water in Steady-State Unsaturated Flow in the Direction of Downward Movement GO
Quantity of Water in Steady-State Unsaturated Flow in the Direction of Upward Movement GO
Flow Through any Square from Darcy's law for Ground Water Flow Nets GO
Total Flow through any Set or Group of Equipotential Lines GO
Number of Squares Through Which the Flow occurs when Total Flow is given GO
Flow Through any Square when Total Flow is Given GO
The Rate of Movement Through an Aquifer and a Confining Bed GO
Transmissivity of Aquifer GO
Thickness of Aquifer when Transmissivity is Given GO
Quantity of Water when Transmissivity is Given GO
Transmissivity When Discharge Quantity is Known GO
Natural Discharge when Discharge Exceeds Recharge GO
Natural Discharge When Recharge Exceeds Discharge GO
Equation for Recharge When Recharge Exceeds Discharge GO
Balance Equation When Reduction in Natural Discharge Equals the Rate of Withdrawal GO
Equation for Rate of Natural Discharge When the Cone of Depression Ceases to Expand GO
Reduced Ground-water When Discharge Exceeds Recharge GO
Equation for Recharge When Discharge Exceeds Recharge GO
Theis Equation to Determine Transmissivity GO
Theis Equation to Determine Storage Coefficient GO
Storage Coefficient From Theis Equation of Transmissivity GO
Transmissivity When Storage Coefficient is Given from Theis Equation GO
Equation for Ground-water Storage When Recharge Exceeds Discharge GO
Equation for the Varying Dimensionless Group u in Theis Equation GO
Observed Drawdown in the Unconfined Aquifer GO
Time at which Steady-Shape Conditions Develop GO
Transmissivity when Time at which Steady-Shape Conditions Develop is Given GO
Storage Coefficient when Time at which Steady-Shape Conditions Develop is Given GO
Transmissivity Derived from the Time-Drawdown Graphs GO
Storage Coefficient from the Time-Drawdown Graphs GO
Equation for Pumping Rate when Transmissivity derived from the Time-Drawdown Graphs is Given GO
Equation for Drawdown Across One Log Cycle when Transmissivity is Given GO
Distance from the Pumping Well to the Observation Well when Storage Coefficient is Given GO
Modified Equation for Transmissivity from Time-Drawdown Graphs GO
Modified Equation for Storage Coefficient from Time-Drawdown Graphs GO
Transmissivity from Distance-Drawdown Graphs GO
Storage Coefficient from Distance-Drawdown Graphs GO
Pumping Rate from Distance-Drawdown Graphs when Transmissivity is Given GO
Drawdown across One Log Cycle from Distance-Drawdown Graphs when Transmissivity is Given GO
Transmissivity when Storage Coefficient from Distance-Drawdown Graphs is Given GO
Time at which the Drawdowns were Measured when Storage Coefficient is Given GO
Transmissivity for Inconsistent Units from Distance-Drawdown Graphs GO
Storage Coefficient for Inconsistent Units from Distance-Drawdown Graphs GO
Pumping Rate when Transmissivity is Given for Inconsistent Units from Distance-Drawdown Graphs GO
Drawdown across One Log Cycle when Transmissivity is Given for Inconsistent Units GO
Total Drawdown in a Pumping Well GO
Total Drawdown in a Pumping Well expressed in terms of Factors related to Hydraulic Characteristics GO
Drawdown in the Aquifer when Total Drawdown is Given GO
Well Loss when Total Drawdown is Given GO
Drawdown in an Aquifer caused by Pumping at any Point in the Aquifer GO
Distance from the Observation Well to the Image Well GO
Distance from the Observation Well to the Real Well GO
Time at which Drawdown is caused by Real Well at the Observation Well GO
Time at which Drawdown is Caused by Image Well at Observation Well GO
Specific Capacity GO
Pumping Rate when Specific Capacity is Given GO
Drawdown when Specific Capacity is Given GO
Well Efficiency GO
Drawdown in the Aquifer when Well Efficiency is Given GO
Drawdown Inside the Well when Well Efficiency is Given GO
Distance from Pumping Well GO
Storage Coefficient when Distance from Pumping Well is Given GO
Transmissivity when Distance from Pumping Well is Given GO
First Estimate of the Pumping Rate GO
Transmissivity when First Estimate of the Pumping Rate is Given GO
Drawdown across One Log Cycle when First Estimate of the Pumping Rate is Given GO
Ghyben-Herzberg Relationship for Depth of Freshwater Below Sea Level GO
Height of the Water Table above Sea Level GO

What is the importance of Groundwater Velocity?

The rate of movement of ground water is important in many problems, particularly those related to pollution . For example, if a harmful substance is introduced into an aquifer upgradient from a supply well, it becomes a matter of great urgency to estimate when the substance will reach the well.

How to Calculate Velocity Equation of Hydraulics?

Velocity Equation of Hydraulics calculator uses Quantity of water=Cross sectional area*Groundwater Velocity to calculate the Quantity of water, Velocity Equation of Hydraulics is defined as the product of cross-sectional area and groundwater velocity. Quantity of water and is denoted by Q symbol.

How to calculate Velocity Equation of Hydraulics using this online calculator? To use this online calculator for Velocity Equation of Hydraulics, enter Cross sectional area (A) and Groundwater Velocity (v) and hit the calculate button. Here is how the Velocity Equation of Hydraulics calculation can be explained with given input values -> 9.600E+6 = 10*16.

FAQ

What is Velocity Equation of Hydraulics?
Velocity Equation of Hydraulics is defined as the product of cross-sectional area and groundwater velocity and is represented as Q=A*v or Quantity of water=Cross sectional area*Groundwater Velocity. Cross sectional area is the area of a two-dimensional shape that is obtained when a three dimensional shape is sliced perpendicular to some specifies axis at a point and Groundwater Velocity is the rate of movement of ground water.
How to calculate Velocity Equation of Hydraulics?
Velocity Equation of Hydraulics is defined as the product of cross-sectional area and groundwater velocity is calculated using Quantity of water=Cross sectional area*Groundwater Velocity. To calculate Velocity Equation of Hydraulics, you need Cross sectional area (A) and Groundwater Velocity (v). With our tool, you need to enter the respective value for Cross sectional area and Groundwater Velocity 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 Quantity of water?
In this formula, Quantity of water uses Cross sectional area and Groundwater Velocity. We can use 5 other way(s) to calculate the same, which is/are as follows -
  • Quantity of water=Hydraulic Conductivity*Cross sectional area*Hydraulic Gradient
  • Quantity of water=(Effective Hydraulic Conductivity *Cross sectional area*((Water Rise-Length of the Water Column)/Length of the Water Column))-Hydraulic Gradient
  • Quantity of water=(Effective Hydraulic Conductivity *Cross sectional area*((Water Rise-Length of the Water Column)/Length of the Water Column))+Hydraulic Gradient
  • Quantity of water=Hydraulic Conductivity*Distance Between Flow Lines*Aquifer Thickness at Midpoint *(Difference in Head Between Equipotential Lines/Distance Between Equipotential Lines)
  • Quantity of water=Transmissivity*Large Width of Aquifer*Hydraulic Gradient
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