Maximum Velocity Averaged over Entire Cross-Section Solution

STEP 0: Pre-Calculation Summary
Formula Used
Max Velocity averaged Over Inlet Cross Section = Point Measurement of Maximum Velocity*(Hydraulic Radius/Depth of Water at Current Meter Location)^(2/3)
Vavg = Vmeas*(rH/D)^(2/3)
This formula uses 4 Variables
Variables Used
Max Velocity averaged Over Inlet Cross Section - (Measured in Meter per Second) - Max Velocity averaged Over Inlet Cross Section entirely [length/time] depends on point measurement of maximum velocity, hydraulic radius and depth of water at current meter location.
Point Measurement of Maximum Velocity - (Measured in Meter per Second) - Point measurement of Maximum Velocity [length/time] depends on max velocity averaged over inlet cross section, hydraulic radius and depth of water at current meter location.
Hydraulic Radius - (Measured in Meter) - The Hydraulic Radius is the ratio of the cross-sectional area of a channel or pipe in which a fluid flows to the conduit's wet perimeter.
Depth of Water at Current Meter Location - (Measured in Meter) - Depth of Water at Current Meter Location [length] where current meter is used to measure water velocity at predetermined points.
STEP 1: Convert Input(s) to Base Unit
Point Measurement of Maximum Velocity: 25.34 Meter per Second --> 25.34 Meter per Second No Conversion Required
Hydraulic Radius: 0.33 Meter --> 0.33 Meter No Conversion Required
Depth of Water at Current Meter Location: 8.1 Meter --> 8.1 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Vavg = Vmeas*(rH/D)^(2/3) --> 25.34*(0.33/8.1)^(2/3)
Evaluating ... ...
Vavg = 3.00026229774066
STEP 3: Convert Result to Output's Unit
3.00026229774066 Meter per Second --> No Conversion Required
FINAL ANSWER
3.00026229774066 3.000262 Meter per Second <-- Max Velocity averaged Over Inlet Cross Section
(Calculation completed in 00.020 seconds)

Credits

Created by Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
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18 Tidal Prism Calculators

Maximum Cross-Sectionally Averaged Velocity given Tidal Prism of Non-sinusoidal Prototype Flow
Go Maximum Cross Sectional Average Velocity = (Tidal Prism Filling Bay*pi*Keulegan Constant for Non-sinusoidal Character)/(Tidal Duration*Average Area over the Channel Length)
Tidal Period when Tidal Prism Accounting for Non-sinusoidal Prototype Flow by Keulegan
Go Tidal Duration = (Tidal Prism Filling Bay*pi*Keulegan Constant for Non-sinusoidal Character)/(Maximum Cross Sectional Average Velocity*Average Area over the Channel Length)
Average Area over Channel Length given Tidal Prism of Non-Sinusoidal Prototype Flow
Go Average Area over the Channel Length = (Tidal Prism Filling Bay*pi*Keulegan Constant for Non-sinusoidal Character)/(Tidal Duration*Maximum Cross Sectional Average Velocity)
Tidal Prism Filling Bay Accounting for Non-sinusoidal Prototype Flow by Keulegan
Go Tidal Prism Filling Bay = (Tidal Duration*Maximum Instantaneous Ebb Tide Discharge)/(pi*Keulegan Constant for Non-sinusoidal Character)
Maximum Ebb Tide Discharge Accounting for Non-Sinusoidal Character of Prototype Flow by Keulegan
Go Maximum Instantaneous Ebb Tide Discharge = (Tidal Prism Filling Bay*pi*Keulegan Constant for Non-sinusoidal Character)/Tidal Duration
Tidal Period Accounting for Non-sinusoidal Character of Prototype Flow by Keulegan
Go Tidal Duration = (Tidal Prism Filling Bay*pi*Keulegan Constant for Non-sinusoidal Character)/Maximum Instantaneous Ebb Tide Discharge
Tidal Prism for Non-sinusoidal character of Prototype Flow by Keulegan
Go Tidal Prism Filling Bay = Tidal Duration*Maximum Instantaneous Ebb Tide Discharge/(pi*Keulegan Constant for Non-sinusoidal Character)
Maximum Cross-Sectionally Averaged Velocity during Tidal Cycle given Tidal Prism
Go Maximum Cross Sectional Average Velocity = (Tidal Prism Filling Bay*pi)/(Tidal Duration*Average Area over the Channel Length)
Tidal Period given Maximum Cross-sectionally Averaged Velocity and Tidal Prism
Go Tidal Duration = (Tidal Prism Filling Bay*pi)/(Maximum Cross Sectional Average Velocity*Average Area over the Channel Length)
Average Area over Channel Length given Tidal Prism
Go Average Area over the Channel Length = (Tidal Prism Filling Bay*pi)/(Tidal Duration*Maximum Cross Sectional Average Velocity)
Tidal Prism given Average Area over Channel Length
Go Tidal Prism Filling Bay = (Tidal Duration*Maximum Cross Sectional Average Velocity*Average Area over the Channel Length)/pi
Maximum Velocity Averaged over Entire Cross-Section
Go Max Velocity averaged Over Inlet Cross Section = Point Measurement of Maximum Velocity*(Hydraulic Radius/Depth of Water at Current Meter Location)^(2/3)
Hydraulic Radius of Entire Cross-Section
Go Hydraulic Radius = Depth of Water at Current Meter Location*(Max Velocity averaged Over Inlet Cross Section/Point Measurement of Maximum Velocity)^(3/2)
Depth of Water at Current Meter Location
Go Depth of Water at Current Meter Location = Hydraulic Radius/(Max Velocity averaged Over Inlet Cross Section/Point Measurement of Maximum Velocity)^(3/2)
Point Measurement of Maximum Velocity
Go Point Measurement of Maximum Velocity = Max Velocity averaged Over Inlet Cross Section/(Hydraulic Radius/Depth of Water at Current Meter Location)^(2/3)
Tidal Period given Maximum Instantaneous Ebb Tide Discharge and Tidal Prism
Go Tidal Duration = (Tidal Prism Filling Bay*pi)/Maximum Instantaneous Ebb Tide Discharge
Maximum Instantaneous Ebb Tide Discharge given Tidal Prism
Go Maximum Instantaneous Ebb Tide Discharge = Tidal Prism Filling Bay*pi/Tidal Duration
Tidal Prism filling Bay given Maximum Ebb Tide Discharge
Go Tidal Prism Filling Bay = Tidal Duration*Maximum Instantaneous Ebb Tide Discharge/pi

Maximum Velocity Averaged over Entire Cross-Section Formula

Max Velocity averaged Over Inlet Cross Section = Point Measurement of Maximum Velocity*(Hydraulic Radius/Depth of Water at Current Meter Location)^(2/3)
Vavg = Vmeas*(rH/D)^(2/3)

What is Inlet Flow Patterns?

An Inlet has a "gorge" where flows converge before they expand again on the opposite side. Shoal (shallow) areas that extend bayward and oceanward from the gorge depend on inlet hydraulics, wave conditions, and general geomorphology. All these interact to determine flow patterns in and around the inlet and locations where flow channels occur.

What is Tidal Prism?

A Tidal Prism is the volume of water in an estuary or inlet between mean high tide and mean low tide, or the volume of water leaving an estuary at ebb tide. It can also be thought of as the volume of the incoming tide plus the river discharge.

How to Calculate Maximum Velocity Averaged over Entire Cross-Section?

Maximum Velocity Averaged over Entire Cross-Section calculator uses Max Velocity averaged Over Inlet Cross Section = Point Measurement of Maximum Velocity*(Hydraulic Radius/Depth of Water at Current Meter Location)^(2/3) to calculate the Max Velocity averaged Over Inlet Cross Section, The Maximum Velocity Averaged over Entire Cross-Section formula is defined as a parameter that recommends ways to relate point measurements of maximum velocity in the center of the channel to velocities representative of the entire inlet. Max Velocity averaged Over Inlet Cross Section is denoted by Vavg symbol.

How to calculate Maximum Velocity Averaged over Entire Cross-Section using this online calculator? To use this online calculator for Maximum Velocity Averaged over Entire Cross-Section, enter Point Measurement of Maximum Velocity (Vmeas), Hydraulic Radius (rH) & Depth of Water at Current Meter Location (D) and hit the calculate button. Here is how the Maximum Velocity Averaged over Entire Cross-Section calculation can be explained with given input values -> 3.000262 = 25.34*(0.33/8.1)^(2/3).

FAQ

What is Maximum Velocity Averaged over Entire Cross-Section?
The Maximum Velocity Averaged over Entire Cross-Section formula is defined as a parameter that recommends ways to relate point measurements of maximum velocity in the center of the channel to velocities representative of the entire inlet and is represented as Vavg = Vmeas*(rH/D)^(2/3) or Max Velocity averaged Over Inlet Cross Section = Point Measurement of Maximum Velocity*(Hydraulic Radius/Depth of Water at Current Meter Location)^(2/3). Point measurement of Maximum Velocity [length/time] depends on max velocity averaged over inlet cross section, hydraulic radius and depth of water at current meter location, The Hydraulic Radius is the ratio of the cross-sectional area of a channel or pipe in which a fluid flows to the conduit's wet perimeter & Depth of Water at Current Meter Location [length] where current meter is used to measure water velocity at predetermined points.
How to calculate Maximum Velocity Averaged over Entire Cross-Section?
The Maximum Velocity Averaged over Entire Cross-Section formula is defined as a parameter that recommends ways to relate point measurements of maximum velocity in the center of the channel to velocities representative of the entire inlet is calculated using Max Velocity averaged Over Inlet Cross Section = Point Measurement of Maximum Velocity*(Hydraulic Radius/Depth of Water at Current Meter Location)^(2/3). To calculate Maximum Velocity Averaged over Entire Cross-Section, you need Point Measurement of Maximum Velocity (Vmeas), Hydraulic Radius (rH) & Depth of Water at Current Meter Location (D). With our tool, you need to enter the respective value for Point Measurement of Maximum Velocity, Hydraulic Radius & Depth of Water at Current Meter Location 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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