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Velocity Area Computing Flow Principle

Reference data and engineering information about velocity area computing flow principle for material properties applications.

velocityareacomputingflowCalculator

Overview

Engineering reference data for Velocity Area Computing Flow Principle in material science and properties.

Key Formulas

Stress

σ=FA\sigma = \frac{F}{A}

Force per unit area.

Strain

ε=ΔLL0\varepsilon = \frac{\Delta L}{L_0}

Change in length per original length.

Hooke's Law

σ=Eε\sigma = E \varepsilon

Stress proportional to strain in elastic region.

Thermal Expansion

ΔL=αL0ΔT\Delta L = \alpha L_0 \Delta T

Length change due to temperature.

Variables

SymbolDescriptionUnit
σ\sigmaStressPa
ε\varepsilonStrain
EEYoung's modulusPa
α\alphaThermal expansion coefficient1/°C
ΔT\Delta TTemperature change°C

Calculation Example

The following example demonstrates computing flow rate in a channel using three measurement points:

6 rows
Example flow rate calculation using velocity-area method
Point(-)
Velocity(m/s)
Depth(m)
Distance(m)
Area()
Flow Rate(m³/s)
0000--
131226
241.54312
330.961.85.4
4008--
Σ----23.4

Source: engineeringtoolbox.com

Section Area Calculations

Using the section area formula for each measurement point:

a1=d1(l2l0)2=1×(40)2=2 m2a_1 = \frac{d_1 \cdot (l_2 - l_0)}{2} = \frac{1 \times (4 - 0)}{2} = 2 \text{ m}^2

a2=d2(l3l1)2=1.5×(62)2=3 m2a_2 = \frac{d_2 \cdot (l_3 - l_1)}{2} = \frac{1.5 \times (6 - 2)}{2} = 3 \text{ m}^2

a3=d3(l4l2)2=0.9×(84)2=1.8 m2a_3 = \frac{d_3 \cdot (l_4 - l_2)}{2} = \frac{0.9 \times (8 - 4)}{2} = 1.8 \text{ m}^2

Section Flow Rates

q1=v1a1=3×2=6 m3/sq_1 = v_1 \cdot a_1 = 3 \times 2 = 6 \text{ m}^3/\text{s}

q2=v2a2=4×3=12 m3/sq_2 = v_2 \cdot a_2 = 4 \times 3 = 12 \text{ m}^3/\text{s}

q3=v3a3=3×1.8=5.4 m3/sq_3 = v_3 \cdot a_3 = 3 \times 1.8 = 5.4 \text{ m}^3/\text{s}

Total Flow

Q=q1+q2+q3=6+12+5.4=23.4 m3/sQ = q_1 + q_2 + q_3 = 6 + 12 + 5.4 = 23.4 \text{ m}^3/\text{s}

Alternative Calculation Methods

Simple Average Method

Uses the average of two successive vertical depths, their mean velocity, and the distance between them:

qnn+1=vn+vn+12dn+dn+12(ln+1ln)q_{n \to n+1} = \frac{v_n + v_{n+1}}{2} \cdot \frac{d_n + d_{n+1}}{2} \cdot (l_{n+1} - l_n)

Midsection Method

Measures depth and mean velocity at each vertical along the cross section. The depth at a vertical is multiplied by the width extending halfway to adjacent verticals:

qn=vn(lnln1)+(ln+1ln)2dnq_n = v_n \cdot \frac{(l_n - l_{n-1}) + (l_{n+1} - l_n)}{2} \cdot d_n

Accuracy Considerations

Channel TypeMeasurement Requirement
Regular shapes (rectangular channels)Limited measurements required
Irregular shapes (natural rivers)More measurements needed for both horizontal and vertical profiles

The accuracy of the velocity-area method depends on:

  • Profile regularity of the conduit
  • Number of measurement points
  • Distribution of measurements across the cross-section

Interactive Charts

Conduit, channel or river - Vleocity-area flow rate (discharge) measurement principle

References