Velocity in Dry Bed Curve Solution

STEP 0: Pre-Calculation Summary
Formula Used
Velocity in Dry Bed Curve = 0.45*sqrt(Broad Sense Heritability*[g]*Water Depth)
VDbc = 0.45*sqrt(H2*[g]*d)
This formula uses 1 Constants, 1 Functions, 3 Variables
Constants Used
[g] - Gravitational acceleration on Earth Value Taken As 9.80665
Functions Used
sqrt - A square root function is a function that takes a non-negative number as an input and returns the square root of the given input number., sqrt(Number)
Variables Used
Velocity in Dry Bed Curve - (Measured in Meter per Second) - Velocity in Dry Bed Curve influencing Density Currents in Harbors.
Broad Sense Heritability - Broad Sense Heritability is reflects all the genetic contributions to a population's phenotypic variance including additive, dominant, and epistatic.
Water Depth - (Measured in Meter) - Water Depth of the considered catchment. Water depth means the depth as measured from the water level to the bottom of the considered water body.
STEP 1: Convert Input(s) to Base Unit
Broad Sense Heritability: 11 --> No Conversion Required
Water Depth: 0.9 Meter --> 0.9 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
VDbc = 0.45*sqrt(H2*[g]*d) --> 0.45*sqrt(11*[g]*0.9)
Evaluating ... ...
VDbc = 4.43394650255278
STEP 3: Convert Result to Output's Unit
4.43394650255278 Meter per Second --> No Conversion Required
FINAL ANSWER
4.43394650255278 4.433947 Meter per Second <-- Velocity in Dry Bed Curve
(Calculation completed in 00.004 seconds)

Credits

Created by Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
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National Institute of Technology Karnataka (NITK), Surathkal
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23 Density Currents in Harbors Calculators

Cross-Sectional Area of Entrance given Water Volume exchanged during entire Tide Period
Go Cross Sectional Area of Entrance = Total Water Volume/(Coefficient for Harbors*sqrt(Broad Sense Heritability*Average Harbor Depth))
Total Water Volume Exchanged during entire Tide Period
Go Total Water Volume = Coefficient for Harbors*Cross Sectional Area of Entrance*sqrt(Broad Sense Heritability*Average Harbor Depth)
Average Depth of Harbor for Water Volume Exchanged during Entire Tide Period
Go Average Harbor Depth = ((Total Water Volume/Coefficient for Harbors*Cross Sectional Area of Entrance)^(1/2 ))/Broad Sense Heritability
Total Harbor Volume based upon Depth given difference between High and Low Tide Levels
Go Total Harbor Volume = Tidal Prism Filling Bay/(Difference between High and Low Tide level/Average Harbor Depth)
Tidal Prism of Harbor Basin given Difference between High and Low Tide Levels
Go Tidal Prism Filling Bay = Total Harbor Volume*(Difference between High and Low Tide level/Average Harbor Depth)
Difference between High and Low Tide Levels given Tidal Prism of Harbor Basin
Go Difference between High and Low Tide level = (Tidal Prism Filling Bay/Total Harbor Volume)*Average Harbor Depth
Velocity in Dry Bed Curve
Go Velocity in Dry Bed Curve = 0.45*sqrt(Broad Sense Heritability*[g]*Water Depth)
Average Harbor Depth
Go Average Harbor Depth = (Difference between High and Low Tide level*Total Harbor Volume)/Tidal Prism Filling Bay
Minimum River Density given Relative Density
Go Minimum River Density = -((Broad Sense Heritability*Average River Density)-Maximum River Density)
Average River Density over one Tide Period given Relative Density
Go Average River Density = (Maximum River Density-Minimum River Density)/Broad Sense Heritability
Maximum River Density given Relative Density
Go Maximum River Density = (Broad Sense Heritability*Average River Density)+Minimum River Density
Relative Density given River Density
Go Broad Sense Heritability = (Maximum River Density-Minimum River Density)/Average River Density
Water Depth given Velocity in Dry Bed Curve
Go Water Depth = ((Velocity in Dry Bed Curve/0.45)^2)/(Broad Sense Heritability*[g])
Relative Density given Velocity in Dry Bed Curve
Go Broad Sense Heritability = Velocity in Dry Bed Curve^2/(0.45*[g]*Water Depth)
Difference between High and Low Tide Levels given Portion caused by Filling
Go Difference between High and Low Tide level = Average Harbor Depth*Portion caused by Filling
Portion caused by Filling given Average Harbor Depth
Go Portion caused by Filling = Difference between High and Low Tide level/Average Harbor Depth
Average Harbor Depth given Portion caused by Filling
Go Average Harbor Depth = Difference between High and Low Tide level/Portion caused by Filling
Portion caused by Filling Evaluated by Comparing Tidal Prism of Harbor to Total Harbor Volume
Go Portion caused by Filling = Tidal Prism Filling Bay/Total Harbor Volume
Total Harbor Volume based upon Depth
Go Total Harbor Volume = Tidal Prism Filling Bay/Portion caused by Filling
Tidal Prism of Harbor Basin
Go Tidal Prism Filling Bay = Portion caused by Filling*Total Harbor Volume
Portion caused by Filling given Ratio of Water Volume Entering Harbor per Tide
Go Portion caused by Filling = Ratio of Water Volume-Density Influence
Density Influence given Ratio of Water Volume entering Harbor per Tide
Go Density Influence = Ratio of Water Volume-Portion caused by Filling
Ratio of Water Volume entering Harbor per Tide to Harbor Volume
Go Ratio of Water Volume = Portion caused by Filling+Density Influence

Velocity in Dry Bed Curve Formula

Velocity in Dry Bed Curve = 0.45*sqrt(Broad Sense Heritability*[g]*Water Depth)
VDbc = 0.45*sqrt(H2*[g]*d)

What is inflow and outflow of water?

Inflow is the adding of water to the different aspects of the hydrologic system. Consequently, outflow is the removal of water from the hydrological cycle. Inflow adds water to different aspects of the hydrologic cycle that returns water storage to an even level.

How to Calculate Velocity in Dry Bed Curve?

Velocity in Dry Bed Curve calculator uses Velocity in Dry Bed Curve = 0.45*sqrt(Broad Sense Heritability*[g]*Water Depth) to calculate the Velocity in Dry Bed Curve, The Velocity in Dry Bed Curve formula is defined as the assumption that the flow in each direction occurs over half the depth. Velocity in Dry Bed Curve is denoted by VDbc symbol.

How to calculate Velocity in Dry Bed Curve using this online calculator? To use this online calculator for Velocity in Dry Bed Curve, enter Broad Sense Heritability (H2) & Water Depth (d) and hit the calculate button. Here is how the Velocity in Dry Bed Curve calculation can be explained with given input values -> 4.433947 = 0.45*sqrt(11*[g]*0.9).

FAQ

What is Velocity in Dry Bed Curve?
The Velocity in Dry Bed Curve formula is defined as the assumption that the flow in each direction occurs over half the depth and is represented as VDbc = 0.45*sqrt(H2*[g]*d) or Velocity in Dry Bed Curve = 0.45*sqrt(Broad Sense Heritability*[g]*Water Depth). Broad Sense Heritability is reflects all the genetic contributions to a population's phenotypic variance including additive, dominant, and epistatic & Water Depth of the considered catchment. Water depth means the depth as measured from the water level to the bottom of the considered water body.
How to calculate Velocity in Dry Bed Curve?
The Velocity in Dry Bed Curve formula is defined as the assumption that the flow in each direction occurs over half the depth is calculated using Velocity in Dry Bed Curve = 0.45*sqrt(Broad Sense Heritability*[g]*Water Depth). To calculate Velocity in Dry Bed Curve, you need Broad Sense Heritability (H2) & Water Depth (d). With our tool, you need to enter the respective value for Broad Sense Heritability & Water Depth 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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