Flow Rate Calculator (Darcy-Weisbach Equation)
.calculator-container {
font-family: Arial, sans-serif;
border: 1px solid #ccc;
padding: 20px;
border-radius: 8px;
max-width: 500px;
margin: 20px auto;
background-color: #f9f9f9;
}
.calculator-title {
text-align: center;
color: #333;
margin-bottom: 20px;
}
.form-group {
margin-bottom: 15px;
}
.form-group label {
display: block;
margin-bottom: 5px;
font-weight: bold;
color: #555;
}
.form-group input[type="number"] {
width: calc(100% – 12px);
padding: 8px;
border: 1px solid #ccc;
border-radius: 4px;
box-sizing: border-box;
}
.calculator-container button {
width: 100%;
padding: 10px;
background-color: #4CAF50;
color: white;
border: none;
border-radius: 4px;
cursor: pointer;
font-size: 16px;
transition: background-color 0.3s ease;
}
.calculator-container button:hover {
background-color: #45a049;
}
.calculator-result {
margin-top: 20px;
padding: 15px;
background-color: #e0ffe0;
border: 1px solid #c0e0c0;
border-radius: 4px;
text-align: center;
font-size: 1.1em;
color: #333;
}
.calculator-result strong {
color: #2c6e2c;
}
Understanding Flow Rate Calculation with Pressure Drop and Pipe Diameter
Calculating the flow rate of a fluid through a pipe is a fundamental task in many engineering disciplines, including mechanical, civil, and chemical engineering. The flow rate, often expressed in units like liters per minute (LPM) or cubic meters per second (m³/s), is influenced by several factors, most notably the pressure difference driving the flow and the characteristics of the pipe itself. This calculator utilizes the Darcy-Weisbach equation, a widely accepted method for determining pressure loss due to friction in pipe flow.
The Darcy-Weisbach Equation
The Darcy-Weisbach equation is expressed as:
$h_f = f_D \frac{L}{D} \frac{V^2}{2g}$
Where:
- $h_f$ is the head loss due to friction (in meters of fluid).
- $f_D$ is the Darcy friction factor (dimensionless).
- $L$ is the length of the pipe (in meters).
- $D$ is the hydraulic diameter of the pipe (in meters). For a circular pipe, this is the inner diameter.
- $V$ is the average velocity of the fluid (in meters per second).
- $g$ is the acceleration due to gravity (approximately 9.81 m/s²).
To use this equation for flow rate (Q), we need to relate velocity to flow rate: $Q = V \times A$, where $A$ is the cross-sectional area of the pipe ($A = \frac{\pi D^2}{4}$). Thus, $V = \frac{Q}{A}$.
Furthermore, pressure drop ($\Delta P$) is related to head loss ($h_f$) by $\Delta P = \rho g h_f$, where $\rho$ is the fluid density.
The Darcy friction factor ($f_D$) is the most complex term, as it depends on the Reynolds number (Re) and the relative roughness of the pipe. The Reynolds number is given by $Re = \frac{\rho V D}{\mu}$, where $\mu$ is the dynamic viscosity of the fluid. For turbulent flow (typically Re > 4000), the friction factor can be approximated using the Colebrook equation or its explicit approximations like the Swamee-Jain equation. This calculator simplifies this by iteratively solving for $f_D$ or using an approximation.
How the Calculator Works
This calculator takes the following inputs to determine the flow rate:
- Pressure Drop (Pa): The difference in pressure between the two ends of the pipe.
- Pipe Inner Diameter (m): The internal diameter of the pipe.
- Pipe Length (m): The total length of the pipe.
- Fluid Dynamic Viscosity (Pa·s): A measure of the fluid's resistance to flow.
- Fluid Density (kg/m³): The mass per unit volume of the fluid.
- Pipe Roughness (m): A measure of the internal surface roughness of the pipe.
The calculator will first calculate the Reynolds number and then iteratively determine the Darcy friction factor ($f_D$). Once $f_D$ is found, it calculates the velocity ($V$) using a rearranged form of the Darcy-Weisbach equation and finally computes the flow rate ($Q = V \times A$).
Example Calculation
Let's consider pumping water through a pipe:
- Pressure Drop: 50,000 Pa
- Pipe Inner Diameter: 0.025 meters (2.5 cm)
- Pipe Length: 50 meters
- Fluid Dynamic Viscosity (water @ 20°C): 0.001 Pa·s
- Fluid Density (water @ 20°C): 998 kg/m³
- Pipe Roughness (commercial steel): 0.000045 meters
Plugging these values into the calculator should provide an estimated flow rate, which will likely be in cubic meters per second (m³/s) and can be converted to more intuitive units like liters per minute (LPM).
function calculateFlowRate() {
var pressureDrop = parseFloat(document.getElementById("pressureDrop").value);
var pipeDiameter = parseFloat(document.getElementById("pipeDiameter").value);
var pipeLength = parseFloat(document.getElementById("pipeLength").value);
var fluidViscosity = parseFloat(document.getElementById("fluidViscosity").value);
var fluidDensity = parseFloat(document.getElementById("fluidDensity").value);
var pipeRoughness = parseFloat(document.getElementById("pipeRoughness").value);
var resultDiv = document.getElementById("result");
resultDiv.innerHTML = ""; // Clear previous results
// Input validation
if (isNaN(pressureDrop) || isNaN(pipeDiameter) || isNaN(pipeLength) || isNaN(fluidViscosity) || isNaN(fluidDensity) || isNaN(pipeRoughness) ||
pressureDrop <= 0 || pipeDiameter <= 0 || pipeLength <= 0 || fluidViscosity <= 0 || fluidDensity <= 0 || pipeRoughness < 0) {
resultDiv.innerHTML = "
Error: Please enter valid positive numbers for all fields. Pipe roughness can be zero for ideal smooth pipes.";
return;
}
var gravity = 9.81; // m/s^2
var pipeArea = (Math.PI * Math.pow(pipeDiameter, 2)) / 4;
var maxIterations = 100;
var tolerance = 1e-6;
var flowRateM3s = 0;
// Initial guess for velocity (can be improved, but simple guess works)
var initialGuessV = Math.sqrt((2 * pressureDrop * pipeDiameter) / (pipeLength * fluidDensity)); // Based on assuming f_D is small
// Iteratively solve for friction factor and velocity
var velocity = initialGuessV;
for (var i = 0; i 4000)
if (reynoldsNumber >= 4000) {
frictionFactor = 0.25 / Math.pow(Math.log10((pipeRoughness / (3.7 * pipeDiameter)) + (5.74 / Math.pow(reynoldsNumber, 0.9))), 2);
} else { // Laminar flow (Re < 2300) – f = 64/Re
frictionFactor = 64 / reynoldsNumber;
}
// Add check for transition zone if needed for higher accuracy
// Calculate head loss from Darcy-Weisbach
var calculatedHeadLoss = frictionFactor * (pipeLength / pipeDiameter) * (Math.pow(velocity, 2) / (2 * gravity));
var pressureLossFromV = calculatedHeadLoss * fluidDensity * gravity;
// Calculate new velocity based on pressure drop
var newVelocity = Math.sqrt((2 * pressureDrop * pipeDiameter) / (pipeLength * fluidDensity / frictionFactor));
if (Math.abs(newVelocity – velocity) < tolerance) {
velocity = newVelocity;
break;
}
velocity = newVelocity;
// If Reynolds number is very low (laminar), use direct formula for V
if (reynoldsNumber < 2300) {
var pressureDropEq = (128 * fluidViscosity * pipeLength * velocity) / (Math.PI * Math.pow(pipeDiameter, 4));
if (Math.abs(pressureDrop – pressureDropEq) < tolerance * pressureDrop) {
flowRateM3s = velocity * pipeArea;
break;
}
velocity = (pressureDrop * Math.pow(pipeDiameter, 4) * Math.PI) / (128 * fluidViscosity * pipeLength);
flowRateM3s = velocity * pipeArea;
break;
}
// If it's high velocity and we are not converging, it might be an issue
if (i === maxIterations – 1) {
resultDiv.innerHTML = "
Warning: Calculation did not fully converge. Result may be approximate.";
}
}
flowRateM3s = velocity * pipeArea;
var flowRateLpm = flowRateM3s * 60000; // Convert m^3/s to LPM
resultDiv.innerHTML = `
Calculated Flow Rate:
${flowRateM3s.toFixed(6)} m³/s
Calculated Flow Rate:
${flowRateLpm.toFixed(2)} LPM
`;
}