Partial Discharge in Sub-Area between Two Verticals given Flow Velocity Calculator

✖Depth 'yi' of Flow in Sub-Area between two Verticals.ⓘ Depth 'yi' of Flow in Sub-Area [y_i]			+10% -10%
✖Depth 'i+1' of Flow in Sub-Area between two verticals.ⓘ Depth 'i+1' of Flow in Sub-Area [y_i+1]			+10% -10%
✖Width between Two Verticals is known in the moving-boat method of velocity measurement.ⓘ Width between Two Verticals [W]			+10% -10%
✖Flow Velocity is the velocity of fluids at a certain time and position and is referred to as the flow speed.ⓘ Flow Velocity [V_f]			+10% -10%

✖Partial Discharges of the flow in the sub-area between two verticals.ⓘ Partial Discharge in Sub-Area between Two Verticals given Flow Velocity [ΔQ_i]

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Formula

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Partial Discharge in Sub-Area between Two Verticals given Flow Velocity

Formula

`"ΔQ"_{"i"} = (("y"_{"i"}+"y"_{"i+1"})/2)*"W"+1*"V"_{"f"}`

Example

`"1057.6m³/s"=(("3m"+"4m")/2)*"300m"+1*"7.6m/s"`

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Partial Discharge in Sub-Area between Two Verticals given Flow Velocity Solution

STEP 0: Pre-Calculation Summary

Formula Used

Partial Discharges = ((Depth 'yi' of Flow in Sub-Area+Depth 'i+1' of Flow in Sub-Area)/2)*Width between Two Verticals+1*Flow Velocity
ΔQ_i = ((y_i+y_i+1)/2)*W+1*V_f
This formula uses 5 Variables

Variables Used

Partial Discharges - (Measured in Cubic Meter per Second) - Partial Discharges of the flow in the sub-area between two verticals.
Depth 'yi' of Flow in Sub-Area - (Measured in Meter) - Depth 'yi' of Flow in Sub-Area between two Verticals.
Depth 'i+1' of Flow in Sub-Area - (Measured in Meter) - Depth 'i+1' of Flow in Sub-Area between two verticals.
Width between Two Verticals - (Measured in Meter) - Width between Two Verticals is known in the moving-boat method of velocity measurement.
Flow Velocity - (Measured in Meter per Second) - Flow Velocity is the velocity of fluids at a certain time and position and is referred to as the flow speed.

STEP 1: Convert Input(s) to Base Unit

Depth 'yi' of Flow in Sub-Area: 3 Meter --> 3 Meter No Conversion Required
Depth 'i+1' of Flow in Sub-Area: 4 Meter --> 4 Meter No Conversion Required
Width between Two Verticals: 300 Meter --> 300 Meter No Conversion Required
Flow Velocity: 7.6 Meter per Second --> 7.6 Meter per Second No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

ΔQ_i = ((y_i+y_i+1)/2)*W+1*V_f --> ((3+4)/2)*300+1*7.6

Evaluating ... ...

ΔQ_i = 1057.6

STEP 3: Convert Result to Output's Unit

1057.6 Cubic Meter per Second --> No Conversion Required

FINAL ANSWER

1057.6 Cubic Meter per Second <-- Partial Discharges

(Calculation completed in 00.004 seconds)

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< 9 Area-Velocity Method Calculators

Partial Discharge in Sub-Area between Two Verticals given Resultant Velocity

Go Partial Discharges = ((Depth 'yi' of Flow in Sub-Area+Depth 'i+1' of Flow in Sub-Area)/2)*Resultant Velocity^2*sin(Angle)*cos(Angle)*Time of Transit between Two Verticals

Partial Discharge in Sub-Area between Two Verticals given Flow Velocity

Go Partial Discharges = ((Depth 'yi' of Flow in Sub-Area+Depth 'i+1' of Flow in Sub-Area)/2)*Width between Two Verticals+1*Flow Velocity

Time of Transit between two Verticals given Width between Verticals

Go Time of Transit between Two Verticals = Width between Two Verticals/Boat Velocity

Moving Boat Velocity given Width between Two Verticals

Go Boat Velocity = Width between Two Verticals/Time of Transit between Two Verticals

Width between Two Verticals

Go Width between Two Verticals = Boat Velocity*Time of Transit between Two Verticals

Resultant Velocity given Moving Boat Velocity

Go Resultant Velocity = Boat Velocity/cos(Angle)

Resultant Velocity given Flow Velocity

Go Resultant Velocity = Flow Velocity/sin(Angle)

Moving Boat Velocity

Go Boat Velocity = Resultant Velocity*cos(Angle)

Flow Velocity

Go Flow Velocity = Resultant Velocity*sin(Angle)

Partial Discharge in Sub-Area between Two Verticals given Flow Velocity Formula

Partial Discharges = ((Depth 'yi' of Flow in Sub-Area+Depth 'i+1' of Flow in Sub-Area)/2)*Width between Two Verticals+1*Flow Velocity
ΔQ_i = ((y_i+y_i+1)/2)*W+1*V_f

What is Moving-Boat Technique for measurement of Velocity?

The Moving- Boat Technique measures the velocity over the width of a segment by suspending the current meter at a constant depth during the traverse of the boat across the stream. The measured velocity and the additional information of the depth sounding gives the required data for determining the discharge.

How to Calculate Partial Discharge in Sub-Area between Two Verticals given Flow Velocity?

Partial Discharge in Sub-Area between Two Verticals given Flow Velocity calculator uses Partial Discharges = ((Depth 'yi' of Flow in Sub-Area+Depth 'i+1' of Flow in Sub-Area)/2)*Width between Two Verticals+1*Flow Velocity to calculate the Partial Discharges, The Partial discharge in Sub-Area between Two Verticals given Flow Velocity formula is defined as the discharge determined by measuring the depths, velocity and angle with the direction of the boat in a reach at a certain time of transit. Partial Discharges is denoted by ΔQ_i symbol.

How to calculate Partial Discharge in Sub-Area between Two Verticals given Flow Velocity using this online calculator? To use this online calculator for Partial Discharge in Sub-Area between Two Verticals given Flow Velocity, enter Depth 'yi' of Flow in Sub-Area (y_i), Depth 'i+1' of Flow in Sub-Area (y_i+1), Width between Two Verticals (W) & Flow Velocity (V_f) and hit the calculate button. Here is how the Partial Discharge in Sub-Area between Two Verticals given Flow Velocity calculation can be explained with given input values -> 1057.6 = ((3+4)/2)*300+1*7.6.

FAQ

What is Partial Discharge in Sub-Area between Two Verticals given Flow Velocity?

The Partial discharge in Sub-Area between Two Verticals given Flow Velocity formula is defined as the discharge determined by measuring the depths, velocity and angle with the direction of the boat in a reach at a certain time of transit and is represented as ΔQ_i = ((y_i+y_i+1)/2)*W+1*V_f or Partial Discharges = ((Depth 'yi' of Flow in Sub-Area+Depth 'i+1' of Flow in Sub-Area)/2)*Width between Two Verticals+1*Flow Velocity. Depth 'yi' of Flow in Sub-Area between two Verticals, Depth 'i+1' of Flow in Sub-Area between two verticals, Width between Two Verticals is known in the moving-boat method of velocity measurement & Flow Velocity is the velocity of fluids at a certain time and position and is referred to as the flow speed.

How to calculate Partial Discharge in Sub-Area between Two Verticals given Flow Velocity?

The Partial discharge in Sub-Area between Two Verticals given Flow Velocity formula is defined as the discharge determined by measuring the depths, velocity and angle with the direction of the boat in a reach at a certain time of transit is calculated using Partial Discharges = ((Depth 'yi' of Flow in Sub-Area+Depth 'i+1' of Flow in Sub-Area)/2)*Width between Two Verticals+1*Flow Velocity. To calculate Partial Discharge in Sub-Area between Two Verticals given Flow Velocity, you need Depth 'yi' of Flow in Sub-Area (y_i), Depth 'i+1' of Flow in Sub-Area (y_i+1), Width between Two Verticals (W) & Flow Velocity (V_f). With our tool, you need to enter the respective value for Depth 'yi' of Flow in Sub-Area, Depth 'i+1' of Flow in Sub-Area, Width between Two Verticals & Flow 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 Partial Discharges?

In this formula, Partial Discharges uses Depth 'yi' of Flow in Sub-Area, Depth 'i+1' of Flow in Sub-Area, Width between Two Verticals & Flow Velocity. We can use 1 other way(s) to calculate the same, which is/are as follows -

Partial Discharges = ((Depth 'yi' of Flow in Sub-Area+Depth 'i+1' of Flow in Sub-Area)/2)*Resultant Velocity^2*sin(Angle)*cos(Angle)*Time of Transit between Two Verticals

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