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Average Area over the Channel Length for known Coefficient of Repletion, or Filling Solution

STEP 0: Pre-Calculation Summary
Formula Used
average_area_over_the_channel_length = (Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay)/Tidal Period*sqrt(2*[g]/(Ocean Tide Amplitude*(Entrance Energy Loss Coefficient+Exit Energy Loss Coefficient+(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius))))
Aavg = (K*2*pi*Ab)/T*sqrt(2*[g]/(ao*(Ken+Kex+(f*L/4*R))))
This formula uses 2 Constants, 1 Functions, 9 Variables
Constants Used
pi - Archimedes' constant Value Taken As 3.14159265358979323846264338327950288
[g] - Gravitational acceleration on Earth Value Taken As 9.80665 Meter/Second²
Functions Used
sqrt - Squre root function, sqrt(Number)
Variables Used
Keulegan Repletion Coefficient [dimensionless]- Keulegan Repletion Coefficient [dimensionless]
Surface Area of Bay - Surface Area of Bay is defined as a small body of water set off from the main body. (Measured in Square Meter)
Tidal Period - Tidal Period is an efficient way of guesstimating how much water there is, at any given time of day, over a particular point. (Measured in Hour)
Ocean Tide Amplitude - Ocean Tide Amplitude (one-half the ocean tide range) [length] (Measured in Meter)
Entrance Energy Loss Coefficient- Entrance Energy Loss Coefficient [dimensionless]
Exit Energy Loss Coefficient- Exit Energy Loss Coefficient [dimensionless]
Darcy - Weisbach friction term- Darcy - Weisbach friction term
Inlet Length - Inlet Length is the length of a narrow water passage between peninsulas or through a barrier island leading to a bay or lagoon. (Measured in Meter)
Hydraulic radius - Hydraulic radius is the ratio of the cross-sectional area of a channel or pipe in which a fluid is flowing to the wet perimeter of the conduit. (Measured in Foot)
STEP 1: Convert Input(s) to Base Unit
Keulegan Repletion Coefficient [dimensionless]: 5 --> No Conversion Required
Surface Area of Bay: 20 Square Meter --> 20 Square Meter No Conversion Required
Tidal Period: 10 Hour --> 36000 Second (Check conversion here)
Ocean Tide Amplitude: 15 Meter --> 15 Meter No Conversion Required
Entrance Energy Loss Coefficient: 15 --> No Conversion Required
Exit Energy Loss Coefficient: 87 --> No Conversion Required
Darcy - Weisbach friction term: 1 --> No Conversion Required
Inlet Length: 50 Meter --> 50 Meter No Conversion Required
Hydraulic radius: 2 Foot --> 0.609600000002438 Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Aavg = (K*2*pi*Ab)/T*sqrt(2*[g]/(ao*(Ken+Kex+(f*L/4*R)))) --> (5*2*pi*20)/36000*sqrt(2*[g]/(15*(15+87+(1*50/4*0.609600000002438))))
Evaluating ... ...
Aavg = 0.00190617239047411
STEP 3: Convert Result to Output's Unit
0.00190617239047411 Square Meter --> No Conversion Required
FINAL ANSWER
0.00190617239047411 Square Meter <-- Average Area over the Channel Length
(Calculation completed in 00.049 seconds)

10+ Coefficient of Repletion or Filling Calculators

Average Area over the Channel Length for known Coefficient of Repletion, or Filling
average_area_over_the_channel_length = (Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay)/Tidal Period*sqrt(2*[g]/(Ocean Tide Amplitude*(Entrance Energy Loss Coefficient+Exit Energy Loss Coefficient+(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius)))) Go
Surface Area of Bay for known Coefficient of Repletion, or Filling
surface_area_of_bay = (Tidal Period*Average Area over the Channel Length*sqrt(2*[g]/(Ocean Tide Amplitude*(Entrance Energy Loss Coefficient+Exit Energy Loss Coefficient+(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius)))))/Keulegan Repletion Coefficient [dimensionless]*2*pi Go
Tidal Period for known Coefficient of Repletion, or Filling
tidal_period = Keulegan Repletion Coefficient [dimensionless]/(Average Area over the Channel Length/2*pi*Surface Area of Bay)*sqrt(2*[g]/(Ocean Tide Amplitude*(Entrance Energy Loss Coefficient+Exit Energy Loss Coefficient+(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius)))) Go
Coefficient of Repletion, or Filling
coefficient_of_repletion = (Tidal Period*Average Area over the Channel Length/2*pi*Surface Area of Bay)*sqrt(2*[g]/(Ocean Tide Amplitude*(Entrance Energy Loss Coefficient+Exit Energy Loss Coefficient+(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius)))) Go
Inlet Hydraulic Radius for known Coefficient of Repletion, or Filling
hydraulic_radius = Darcy - Weisbach friction term*Inlet Length/((4*(2*[g]/(Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay/Tidal Period*Average Area over the Channel Length)^2)/Ocean Tide Amplitude)-Exit Energy Loss Coefficient-Entrance Energy Loss Coefficient) Go
Inlet Length for known Coefficient of Repletion, or Filling
inlet_length = ((4*Hydraulic radius*(2*[g]/(Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay/Tidal Period*Average Area over the Channel Length)^2)/Ocean Tide Amplitude)-Exit Energy Loss Coefficient-Entrance Energy Loss Coefficient)/Darcy - Weisbach friction term Go
Ocean Tide Amplitude (one-half the ocean tide range) for known Coefficient of Repletion
ocean_tide_amplitude = 2*[g]/(Exit Energy Loss Coefficient+Entrance Energy Loss Coefficient+(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius))*(Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay/Tidal Period*Average Area over the Channel Length)^2 Go
Entrance Energy Loss Coefficient for known Coefficient of Repletion, or Filling
entrance_energy_loss_coefficient = (2*[g]/Ocean Tide Amplitude*(Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay/Tidal Period*Average Area over the Channel Length)^2)-(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius)-Exit Energy Loss Coefficient Go
Darcy - Weisbach Friction term for known Coefficient of Repletion, or Filling
darcy_weisbach_friction_term = ((4*Hydraulic radius*(2*[g]/(Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay/Tidal Period*Average Area over the Channel Length)^2)*Ocean Tide Amplitude)-Exit Energy Loss Coefficient-Entrance Energy Loss Coefficient)/Inlet Length Go
Exit Energy Loss Coefficient for known Coefficient of Repletion, or Filling
exit_energy_loss_coefficient = (2*[g]/Ocean Tide Amplitude*(Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay/Tidal Period*Average Area over the Channel Length)^2)-(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius)-Entrance Energy Loss Coefficient Go

Average Area over the Channel Length for known Coefficient of Repletion, or Filling Formula

average_area_over_the_channel_length = (Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay)/Tidal Period*sqrt(2*[g]/(Ocean Tide Amplitude*(Entrance Energy Loss Coefficient+Exit Energy Loss Coefficient+(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius))))
Aavg = (K*2*pi*Ab)/T*sqrt(2*[g]/(ao*(Ken+Kex+(f*L/4*R))))

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.

How to Calculate Average Area over the Channel Length for known Coefficient of Repletion, or Filling?

Average Area over the Channel Length for known Coefficient of Repletion, or Filling calculator uses average_area_over_the_channel_length = (Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay)/Tidal Period*sqrt(2*[g]/(Ocean Tide Amplitude*(Entrance Energy Loss Coefficient+Exit Energy Loss Coefficient+(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius)))) to calculate the Average Area over the Channel Length, The Average Area over the Channel Length for known Coefficient of Repletion, or Filling is defined as the area parameter over which the flow occurs into the bay influencing the Average Velocity in Channel. Average Area over the Channel Length and is denoted by Aavg symbol.

How to calculate Average Area over the Channel Length for known Coefficient of Repletion, or Filling using this online calculator? To use this online calculator for Average Area over the Channel Length for known Coefficient of Repletion, or Filling, enter Keulegan Repletion Coefficient [dimensionless] (K), Surface Area of Bay (Ab), Tidal Period (T), Ocean Tide Amplitude (ao), Entrance Energy Loss Coefficient (Ken), Exit Energy Loss Coefficient (Kex), Darcy - Weisbach friction term (f), Inlet Length (L) and Hydraulic radius (R) and hit the calculate button. Here is how the Average Area over the Channel Length for known Coefficient of Repletion, or Filling calculation can be explained with given input values -> 0.001906 = (5*2*pi*20)/36000*sqrt(2*[g]/(15*(15+87+(1*50/4*0.609600000002438)))).

FAQ

What is Average Area over the Channel Length for known Coefficient of Repletion, or Filling?
The Average Area over the Channel Length for known Coefficient of Repletion, or Filling is defined as the area parameter over which the flow occurs into the bay influencing the Average Velocity in Channel and is represented as Aavg = (K*2*pi*Ab)/T*sqrt(2*[g]/(ao*(Ken+Kex+(f*L/4*R)))) or average_area_over_the_channel_length = (Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay)/Tidal Period*sqrt(2*[g]/(Ocean Tide Amplitude*(Entrance Energy Loss Coefficient+Exit Energy Loss Coefficient+(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius)))). Keulegan Repletion Coefficient [dimensionless], Surface Area of Bay is defined as a small body of water set off from the main body, Tidal Period is an efficient way of guesstimating how much water there is, at any given time of day, over a particular point, Ocean Tide Amplitude (one-half the ocean tide range) [length], Entrance Energy Loss Coefficient [dimensionless], Exit Energy Loss Coefficient [dimensionless], Darcy - Weisbach friction term, Inlet Length is the length of a narrow water passage between peninsulas or through a barrier island leading to a bay or lagoon and Hydraulic radius is the ratio of the cross-sectional area of a channel or pipe in which a fluid is flowing to the wet perimeter of the conduit.
How to calculate Average Area over the Channel Length for known Coefficient of Repletion, or Filling?
The Average Area over the Channel Length for known Coefficient of Repletion, or Filling is defined as the area parameter over which the flow occurs into the bay influencing the Average Velocity in Channel is calculated using average_area_over_the_channel_length = (Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay)/Tidal Period*sqrt(2*[g]/(Ocean Tide Amplitude*(Entrance Energy Loss Coefficient+Exit Energy Loss Coefficient+(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius)))). To calculate Average Area over the Channel Length for known Coefficient of Repletion, or Filling, you need Keulegan Repletion Coefficient [dimensionless] (K), Surface Area of Bay (Ab), Tidal Period (T), Ocean Tide Amplitude (ao), Entrance Energy Loss Coefficient (Ken), Exit Energy Loss Coefficient (Kex), Darcy - Weisbach friction term (f), Inlet Length (L) and Hydraulic radius (R). With our tool, you need to enter the respective value for Keulegan Repletion Coefficient [dimensionless], Surface Area of Bay, Tidal Period, Ocean Tide Amplitude, Entrance Energy Loss Coefficient, Exit Energy Loss Coefficient, Darcy - Weisbach friction term, Inlet Length and Hydraulic radius 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 Average Area over the Channel Length?
In this formula, Average Area over the Channel Length uses Keulegan Repletion Coefficient [dimensionless], Surface Area of Bay, Tidal Period, Ocean Tide Amplitude, Entrance Energy Loss Coefficient, Exit Energy Loss Coefficient, Darcy - Weisbach friction term, Inlet Length and Hydraulic radius. We can use 10 other way(s) to calculate the same, which is/are as follows -
  • coefficient_of_repletion = (Tidal Period*Average Area over the Channel Length/2*pi*Surface Area of Bay)*sqrt(2*[g]/(Ocean Tide Amplitude*(Entrance Energy Loss Coefficient+Exit Energy Loss Coefficient+(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius))))
  • tidal_period = Keulegan Repletion Coefficient [dimensionless]/(Average Area over the Channel Length/2*pi*Surface Area of Bay)*sqrt(2*[g]/(Ocean Tide Amplitude*(Entrance Energy Loss Coefficient+Exit Energy Loss Coefficient+(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius))))
  • average_area_over_the_channel_length = (Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay)/Tidal Period*sqrt(2*[g]/(Ocean Tide Amplitude*(Entrance Energy Loss Coefficient+Exit Energy Loss Coefficient+(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius))))
  • surface_area_of_bay = (Tidal Period*Average Area over the Channel Length*sqrt(2*[g]/(Ocean Tide Amplitude*(Entrance Energy Loss Coefficient+Exit Energy Loss Coefficient+(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius)))))/Keulegan Repletion Coefficient [dimensionless]*2*pi
  • darcy_weisbach_friction_term = ((4*Hydraulic radius*(2*[g]/(Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay/Tidal Period*Average Area over the Channel Length)^2)*Ocean Tide Amplitude)-Exit Energy Loss Coefficient-Entrance Energy Loss Coefficient)/Inlet Length
  • hydraulic_radius = Darcy - Weisbach friction term*Inlet Length/((4*(2*[g]/(Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay/Tidal Period*Average Area over the Channel Length)^2)/Ocean Tide Amplitude)-Exit Energy Loss Coefficient-Entrance Energy Loss Coefficient)
  • inlet_length = ((4*Hydraulic radius*(2*[g]/(Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay/Tidal Period*Average Area over the Channel Length)^2)/Ocean Tide Amplitude)-Exit Energy Loss Coefficient-Entrance Energy Loss Coefficient)/Darcy - Weisbach friction term
  • exit_energy_loss_coefficient = (2*[g]/Ocean Tide Amplitude*(Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay/Tidal Period*Average Area over the Channel Length)^2)-(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius)-Entrance Energy Loss Coefficient
  • entrance_energy_loss_coefficient = (2*[g]/Ocean Tide Amplitude*(Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay/Tidal Period*Average Area over the Channel Length)^2)-(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius)-Exit Energy Loss Coefficient
  • ocean_tide_amplitude = 2*[g]/(Exit Energy Loss Coefficient+Entrance Energy Loss Coefficient+(Darcy - Weisbach friction term*Inlet Length/4*Hydraulic radius))*(Keulegan Repletion Coefficient [dimensionless]*2*pi*Surface Area of Bay/Tidal Period*Average Area over the Channel Length)^2
Where is the Average Area over the Channel Length for known Coefficient of Repletion, or Filling calculator used?
Among many, Average Area over the Channel Length for known Coefficient of Repletion, or Filling calculator is widely used in real life applications like {FormulaUses}. Here are few more real life examples -
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