Calculate Flow in Pipe

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Pipe Flow Rate Calculator

Calculate Flow in Pipe Accurately and Efficiently

Calculate Flow in Pipe

Enter the inner diameter of the pipe (in meters).
Enter the total length of the pipe (in meters).
Enter the total pressure difference across the pipe (in Pascals).
Enter the dynamic viscosity of the fluid (in Pa·s).
Enter the density of the fluid (in kg/m³).
Enter the absolute roughness of the pipe's inner surface (in meters).

Calculation Results

Flow Rate (Q): m³/s
Reynolds Number (Re):
Friction Factor (f):
Average Velocity (v): m/s
Formula Used: The flow rate is typically calculated using the Darcy-Weisbach equation for pressure drop and then derived. For turbulent flow, the Colebrook equation (or an approximation like Swamee-Jain) is used to find the friction factor. The flow rate (Q) is then calculated from velocity (v) and pipe area (A).

Key Steps:
  1. Calculate the Reynolds Number (Re) to determine flow regime (laminar or turbulent).
  2. Determine the Friction Factor (f) using the appropriate method (e.g., Moody chart, Colebrook equation, Swamee-Jain equation).
  3. Calculate the average velocity (v) using a rearranged form of the Darcy-Weisbach equation.
  4. Calculate the flow rate (Q) using Q = v * A, where A is the pipe's cross-sectional area.

Flow Rate vs. Pressure Drop

This chart visualizes how the flow rate changes with varying pressure drops, assuming other parameters remain constant.
Key Calculation Parameters
Parameter Value Unit Notes
Pipe Inner Diameter m Input
Pipe Length m Input
Pressure Drop Pa Input
Fluid Dynamic Viscosity Pa·s Input
Fluid Density kg/m³ Input
Pipe Absolute Roughness m Input
Reynolds Number (Re) Calculated
Friction Factor (f) Calculated
Flow Rate (Q) m³/s Primary Result
Average Velocity (v) m/s Calculated

What is Pipe Flow Rate Calculation?

Pipe flow rate calculation is the process of determining the volume of a fluid that passes through a given cross-section of a pipe per unit of time. This fundamental concept in fluid dynamics is crucial for designing, operating, and optimizing various fluid transport systems, from simple water pipes to complex industrial pipelines. Understanding and accurately calculating flow rate allows engineers and technicians to ensure systems operate efficiently, safely, and within design specifications. It helps in sizing pumps, valves, and pipes correctly, predicting pressure losses, and managing energy consumption.

Who should use it? This calculation is essential for:

  • Civil Engineers: Designing water supply networks, sewage systems, and irrigation channels.
  • Mechanical Engineers: Developing HVAC systems, hydraulic power systems, and process piping.
  • Chemical Engineers: Managing fluid transport in chemical plants and refineries.
  • Plumbers and HVAC Technicians: Installing and maintaining residential and commercial plumbing and heating systems.
  • Students and Educators: Learning and teaching principles of fluid mechanics.

Common Misconceptions:

  • Flow rate is constant: Flow rate can vary significantly due to changes in pressure, pipe diameter, fluid properties, and system obstructions.
  • Viscosity is negligible: For many fluids and pipe conditions, viscosity plays a critical role in determining flow resistance and thus the flow rate. Ignoring it can lead to significant errors.
  • Roughness doesn't matter much: Pipe roughness significantly impacts friction, especially in turbulent flow, and can drastically reduce flow rate over long distances.
  • Pressure drop is solely due to height: While gravity contributes, friction within the pipe and fittings is often the dominant factor in pressure drop.

Pipe Flow Rate Formula and Mathematical Explanation

Calculating the flow rate in a pipe involves understanding the relationship between pressure, pipe geometry, fluid properties, and the resulting velocity. The most common approach relies on the Darcy-Weisbach equation to relate pressure drop to friction losses, and then derives the flow rate.

The core equation for pressure drop due to friction is:

$ \Delta P = f \frac{L}{D} \frac{\rho v^2}{2} $

Where:

  • $ \Delta P $ is the pressure drop (Pascals, Pa)
  • $ f $ is the Darcy friction factor (dimensionless)
  • $ L $ is the pipe length (meters, m)
  • $ D $ is the pipe inner diameter (meters, m)
  • $ \rho $ is the fluid density (kilograms per cubic meter, kg/m³)
  • $ v $ is the average fluid velocity (meters per second, m/s)

The challenge lies in determining the friction factor ($f$), which depends on the flow regime (laminar or turbulent) and the relative roughness of the pipe.

1. Reynolds Number (Re): This dimensionless number indicates the flow regime.

$ Re = \frac{\rho v D}{\mu} $

Where $ \mu $ is the dynamic viscosity (Pa·s).

  • If $ Re < 2300 $, the flow is laminar.
  • If $ 2300 < Re < 4000 $, the flow is transitional.
  • If $ Re > 4000 $, the flow is turbulent.

2. Friction Factor (f):

  • Laminar Flow ($ Re < 2300 $): $ f = \frac{64}{Re} $
  • Turbulent Flow ($ Re > 4000 $): The friction factor is more complex and depends on Re and relative roughness ($ \epsilon/D $), where $ \epsilon $ is the absolute roughness. The Colebrook equation is the standard, but it's implicit and requires iteration. A common explicit approximation is the Swamee-Jain equation:

    $ f = \frac{0.25}{\left[ \log_{10} \left( \frac{\epsilon}{3.7D} + \frac{5.74}{Re^{0.9}} \right) \right]^2} $
For transitional flow, interpolation or specialized charts are often used. Our calculator uses the Swamee-Jain equation for turbulent flow and the laminar formula.

3. Average Velocity (v): Once $f$ is known, we can rearrange the Darcy-Weisbach equation to solve for $v$:

$ v = \sqrt{\frac{2 \Delta P D}{f L \rho}} $

4. Flow Rate (Q): The final step is to calculate the volumetric flow rate using the cross-sectional area ($A$) of the pipe:

$ A = \frac{\pi D^2}{4} $

$ Q = v \times A $

Variables Used in Pipe Flow Calculation
Variable Meaning Unit Typical Range
$ Q $ Volumetric Flow Rate m³/s 0.001 – 100+
$ v $ Average Fluid Velocity m/s 0.1 – 10+
$ D $ Pipe Inner Diameter m 0.01 – 2+
$ L $ Pipe Length m 1 – 10000+
$ \Delta P $ Pressure Drop Pa 100 – 1,000,000+
$ \rho $ Fluid Density kg/m³ 1 (Air) – 1000 (Water) – 13600 (Mercury)
$ \mu $ Fluid Dynamic Viscosity Pa·s 0.00001 (Gases) – 0.001 (Water) – 10+ (Oils)
$ \epsilon $ Pipe Absolute Roughness m 0.0000015 (Smooth Plastic) – 0.000045 (Steel) – 0.001 (Concrete)
$ Re $ Reynolds Number 100 – 1,000,000+
$ f $ Darcy Friction Factor 0.008 – 0.1

Practical Examples (Real-World Use Cases)

Example 1: Water Supply Line

Scenario: A 50-meter long steel pipe with an inner diameter of 0.05 meters (5 cm) is used to transport water. The density of water is approximately 1000 kg/m³, and its dynamic viscosity is about 0.001 Pa·s. There is a total pressure drop of 20,000 Pa across the length of the pipe. The absolute roughness of the steel pipe is 0.000045 meters.

Inputs:

  • Pipe Inner Diameter (D): 0.05 m
  • Pipe Length (L): 50 m
  • Pressure Drop (ΔP): 20,000 Pa
  • Fluid Dynamic Viscosity (μ): 0.001 Pa·s
  • Fluid Density (ρ): 1000 kg/m³
  • Pipe Absolute Roughness (ε): 0.000045 m

Calculation (using the calculator): The calculator would first estimate velocity to find Re, then f, and finally Q.

Expected Results:

  • Reynolds Number (Re): ~ 632,455 (Turbulent Flow)
  • Friction Factor (f): ~ 0.022
  • Average Velocity (v): ~ 1.79 m/s
  • Flow Rate (Q): ~ 0.0035 m³/s (or ~ 3.5 Liters/second)

Interpretation: This flow rate is suitable for many domestic water supply applications. The relatively low friction factor indicates efficient flow for the given conditions.

Example 2: Air Ducting System

Scenario: An air conditioning system uses a smooth plastic duct with an inner diameter of 0.2 meters and a length of 100 meters. The air has a density of approximately 1.2 kg/m³ and a dynamic viscosity of 0.000018 Pa·s. The fan creates a pressure difference of 500 Pa across the duct. The absolute roughness of the smooth plastic is very low, around 0.0000015 meters.

Inputs:

  • Pipe Inner Diameter (D): 0.2 m
  • Pipe Length (L): 100 m
  • Pressure Drop (ΔP): 500 Pa
  • Fluid Dynamic Viscosity (μ): 0.000018 Pa·s
  • Fluid Density (ρ): 1.2 kg/m³
  • Pipe Absolute Roughness (ε): 0.0000015 m

Calculation (using the calculator): The calculator determines Re, f, v, and Q.

Expected Results:

  • Reynolds Number (Re): ~ 2,666,667 (Highly Turbulent Flow)
  • Friction Factor (f): ~ 0.012
  • Average Velocity (v): ~ 4.56 m/s
  • Flow Rate (Q): ~ 0.143 m³/s (or ~ 143 Liters/second)

Interpretation: This flow rate is significant and typical for HVAC systems, ensuring adequate air circulation. The low friction factor is expected for smooth ducts and turbulent flow.

How to Use This Pipe Flow Rate Calculator

Our Pipe Flow Rate Calculator is designed for ease of use. Follow these simple steps to get accurate flow rate calculations:

  1. Gather Your Data: You will need the following information about your pipe system:
    • Pipe Inner Diameter (D): Measure the internal diameter of the pipe in meters.
    • Pipe Length (L): Measure the total length of the pipe section in meters.
    • Pressure Drop (ΔP): Determine the pressure difference between the start and end of the pipe section in Pascals (Pa). This can be measured or calculated based on pump head or elevation changes.
    • Fluid Dynamic Viscosity (μ): Find the dynamic viscosity of the fluid in Pascal-seconds (Pa·s). This property depends on the fluid type and temperature.
    • Fluid Density (ρ): Know the density of the fluid in kilograms per cubic meter (kg/m³).
    • Pipe Absolute Roughness (ε): This value represents the average height of the imperfections on the inner surface of the pipe, measured in meters. Consult engineering handbooks or material specifications for typical values (e.g., smooth plastic is very low, concrete is high).
  2. Enter Values: Input each required value into the corresponding field in the calculator. Ensure you use the correct units (meters, Pascals, kg/m³, Pa·s). The calculator provides helper text for each input.
  3. Validate Inputs: As you type, the calculator performs inline validation. If a value is invalid (e.g., negative, zero, or non-numeric), an error message will appear below the input field. Correct any errors before proceeding.
  4. Calculate: Click the "Calculate Flow" button. The results will update instantly.
  5. Interpret Results:
    • Flow Rate (Q): This is the primary result, shown in cubic meters per second (m³/s). It represents the volume of fluid passing per second.
    • Reynolds Number (Re): Indicates whether the flow is laminar, transitional, or turbulent.
    • Friction Factor (f): A key factor in determining energy losses due to friction.
    • Average Velocity (v): The average speed of the fluid within the pipe.
    The table below the results summarizes all input and calculated parameters.
  6. Visualize: Examine the "Flow Rate vs. Pressure Drop" chart to understand how sensitive the flow rate is to pressure changes.
  7. Save/Copy: Use the "Copy Results" button to copy the key findings and assumptions for your reports or further analysis.
  8. Reset: Click "Reset" to clear all fields and start over with new values.

Key Factors That Affect Pipe Flow Rate Results

Several factors significantly influence the calculated flow rate in a pipe. Understanding these is key to accurate predictions and system design:

  1. Pressure Drop (ΔP): This is the driving force for flow. A higher pressure drop across a given pipe length will result in a higher flow rate and velocity, assuming all other factors remain constant. It's influenced by pump performance, elevation changes, and system resistance.
  2. Pipe Inner Diameter (D): Diameter has a substantial impact. Flow rate is proportional to the square of the diameter (due to area $A = \pi D^2 / 4$) and inversely related to the length and friction factor. A larger diameter pipe allows for much higher flow rates for the same pressure drop.
  3. Pipe Length (L): Longer pipes lead to greater frictional losses, which increase the pressure drop required for a given flow rate, or conversely, decrease the flow rate for a given pressure drop. Flow rate is inversely proportional to the square root of the length in turbulent flow.
  4. Fluid Viscosity (μ): Viscosity measures a fluid's resistance to flow. Higher viscosity fluids (like oils) create more friction, leading to lower flow rates for a given pressure drop, especially in laminar or transitional flow regimes. It's a critical factor in the Reynolds number calculation.
  5. Fluid Density (ρ): Density affects the inertia of the fluid. In turbulent flow, higher density increases the pressure drop for a given velocity (due to the $ \rho v^2 $ term in Darcy-Weisbach), thus reducing flow rate for a fixed pressure drop. It also influences the Reynolds number.
  6. Pipe Roughness (ε): The internal surface texture of the pipe significantly impacts friction, particularly in turbulent flow. Rougher pipes cause more turbulence and eddies at the boundary layer, increasing the friction factor ($f$) and reducing the flow rate. This effect becomes more pronounced as the pipe diameter decreases or the flow velocity increases.
  7. Temperature: Temperature affects both fluid density and viscosity. For liquids, viscosity typically decreases significantly with increasing temperature, leading to higher flow rates. For gases, density decreases with increasing temperature (at constant pressure), which can also affect flow dynamics.
  8. Fittings and Valves: While this calculator focuses on straight pipe sections, real-world systems contain elbows, tees, valves, and other fittings. These components introduce additional pressure losses (minor losses) that can significantly reduce the overall flow rate and must be accounted for in detailed system design.

Frequently Asked Questions (FAQ)

Q1: What is the difference between laminar and turbulent flow in a pipe?

Laminar flow occurs at low velocities (typically Re 4000) occurs at higher velocities, characterized by chaotic, irregular fluid motion and eddies. The flow regime significantly impacts friction losses.

Q2: How does temperature affect flow rate?

Temperature primarily affects fluid viscosity and density. For most liquids, viscosity decreases as temperature increases, leading to higher flow rates. For gases, density decreases with increasing temperature (at constant pressure), which can also influence flow.

Q3: Can I use this calculator for non-Newtonian fluids?

No, this calculator is designed for Newtonian fluids (like water, air, oil) where viscosity is constant regardless of shear rate. Non-Newtonian fluids (like ketchup, paint) have variable viscosity and require specialized calculation methods.

Q4: What are typical values for pipe roughness?

Typical absolute roughness values ($ \epsilon $) vary by material: very smooth plastics might be 0.0000015 m, drawn tubing around 0.0000015 m, commercial steel 0.000045 m, cast iron 0.00026 m, and concrete around 0.001 m. The condition (age, corrosion) also matters.

Q5: How accurate is the Swamee-Jain equation compared to Colebrook?

The Swamee-Jain equation is an explicit approximation of the implicit Colebrook equation. It provides results that are generally within 1-2% of the Colebrook equation for turbulent flow, making it highly accurate for most practical engineering applications.

Q6: What units should I use for input?

The calculator expects inputs in SI units: Diameter (m), Length (m), Pressure Drop (Pa), Viscosity (Pa·s), Density (kg/m³), and Roughness (m). The output flow rate is in m³/s.

Q7: My calculated flow rate seems too low. What could be wrong?

Possible reasons include: incorrect input values (especially diameter or pressure drop), a very high fluid viscosity, a very rough pipe material, or a very long pipe length. Double-check all your inputs and the fluid/pipe properties. Also, ensure you haven't forgotten significant pressure losses from fittings.

Q8: Does this calculator account for minor losses (fittings, valves)?

No, this calculator specifically addresses pressure losses due to friction in straight pipe sections using the Darcy-Weisbach equation. Minor losses from fittings, bends, and valves are not included. For a complete system analysis, these additional losses must be calculated separately and added to the frictional losses.

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document.getElementById('fluidViscosityError').style.display = 'none'; document.getElementById('fluidDensityError').style.display = 'none'; document.getElementById('pipeRoughnessError').style.display = 'none'; // Validate inputs var isValid = true; isValid &= validateInput('pipeDiameter', 0.001, null, 'pipeDiameterError', 'm'); isValid &= validateInput('pipeLength', 0.1, null, 'pipeLengthError', 'm'); isValid &= validateInput('pressureDrop', 0.1, null, 'pressureDropError', 'Pa'); isValid &= validateInput('fluidViscosity', 0.000001, null, 'fluidViscosityError', 'Pa·s'); isValid &= validateInput('fluidDensity', 0.1, null, 'fluidDensityError', 'kg/m³'); isValid &= validateInput('pipeRoughness', 0.0000001, null, 'pipeRoughnessError', 'm'); if (!isValid) { document.getElementById('results').style.display = 'none'; return; } var D = parseFloat(document.getElementById('pipeDiameter').value); var L = parseFloat(document.getElementById('pipeLength').value); var deltaP = parseFloat(document.getElementById('pressureDrop').value); var mu = parseFloat(document.getElementById('fluidViscosity').value); var rho = parseFloat(document.getElementById('fluidDensity').value); var epsilon = parseFloat(document.getElementById('pipeRoughness').value); var A = (Math.PI * D * D) / 4; // Cross-sectional area var flowRate, Re, f, v; // Initial guess for velocity to calculate Re and f // A reasonable guess based on typical flow rates var initialVelocityGuess = 1.0; // m/s var currentVelocity = initialVelocityGuess; // Iterative calculation for turbulent flow to find velocity and friction factor var maxIterations = 100; var tolerance = 1e-6; var iteration = 0; while (iteration < maxIterations) { Re = (rho * currentVelocity * D) / mu; var f_new; if (Re < 2300) { // Laminar Flow f_new = 64 / Re; // For laminar flow, velocity is directly calculable without iteration v = (deltaP * D) / (mu * L * 64 / Re); // Rearranged from Darcy-Weisbach and Re definition // Re-calculate Re with the derived v to ensure consistency Re = (rho * v * D) / mu; f = f_new; // Assign the calculated f break; // Exit loop for laminar flow } else { // Turbulent Flow (using Swamee-Jain approximation) var relativeRoughness = epsilon / D; f_new = 0.25 / Math.pow(Math.log10(relativeRoughness / 3.7 + 5.74 / Math.pow(Re, 0.9)), 2); // Calculate new velocity based on Darcy-Weisbach var v_new = Math.sqrt((2 * deltaP * D) / (f_new * L * rho)); // Check for convergence if (Math.abs(v_new – currentVelocity) 4000) { var relativeRoughness = epsilon / D; f = 0.25 / Math.pow(Math.log10(relativeRoughness / 3.7 + 5.74 / Math.pow(Re, 0.9)), 2); } else if (Re < 2300) { f = 64 / Re; } else { // Transitional – use a reasonable approximation or flag f = Math.sqrt(1 / Math.pow((-1.8 * Math.log10(epsilon / (3.7 * D) + 6.9 / Re)), 2)); // Haaland approx. } } flowRate = v * A; // Update results display document.getElementById('flowRateResult').textContent = flowRate.toFixed(6); document.getElementById('reynoldsNumberResult').textContent = Re.toFixed(2); document.getElementById('frictionFactorResult').textContent = f.toFixed(4); document.getElementById('averageVelocityResult').textContent = v.toFixed(3); // Update parameter table document.getElementById('paramDiameter').textContent = D.toFixed(3); document.getElementById('paramLength').textContent = L.toFixed(0); document.getElementById('paramPressure').textContent = deltaP.toFixed(0); document.getElementById('paramViscosity').textContent = mu.toExponential(3); document.getElementById('paramDensity').textContent = rho.toFixed(0); document.getElementById('paramRoughness').textContent = epsilon.toExponential(3); document.getElementById('paramRe').textContent = Re.toFixed(0); document.getElementById('paramFriction').textContent = f.toFixed(4); document.getElementById('paramFlowRate').textContent = flowRate.toFixed(6); document.getElementById('paramVelocity').textContent = v.toFixed(3); document.getElementById('results').style.display = 'block'; // Update chart updateChart(deltaP); } function resetCalculator() { document.getElementById('pipeDiameter').value = '0.1'; document.getElementById('pipeLength').value = '100'; document.getElementById('pressureDrop').value = '50000'; document.getElementById('fluidViscosity').value = '0.001'; document.getElementById('fluidDensity').value = '1000'; document.getElementById('pipeRoughness').value = '0.000045'; // Clear errors document.getElementById('pipeDiameterError').style.display = 'none'; document.getElementById('pipeLengthError').style.display = 'none'; document.getElementById('pressureDropError').style.display = 'none'; document.getElementById('fluidViscosityError').style.display = 'none'; document.getElementById('fluidDensityError').style.display = 'none'; document.getElementById('pipeRoughnessError').style.display = 'none'; document.getElementById('results').style.display = 'none'; if (chartInstance) { chartInstance.destroy(); chartInstance = null; } // Optionally call calculateFlow() to show default results // calculateFlow(); } function copyResults() { var resultsText = "Pipe Flow Rate Calculation Results:\n\n"; resultsText += "Primary Result:\n"; resultsText += "Flow Rate (Q): " + document.getElementById('flowRateResult').textContent + " m³/s\n\n"; resultsText += "Key Intermediate Values:\n"; resultsText += "Reynolds Number (Re): " + document.getElementById('reynoldsNumberResult').textContent + "\n"; resultsText += "Friction Factor (f): " + document.getElementById('frictionFactorResult').textContent + "\n"; resultsText += "Average Velocity (v): " + document.getElementById('averageVelocityResult').textContent + " m/s\n\n"; resultsText += "Key Assumptions & Inputs:\n"; resultsText += "Pipe Inner Diameter: " + document.getElementById('paramDiameter').textContent + " m\n"; resultsText += "Pipe Length: " + document.getElementById('paramLength').textContent + " m\n"; resultsText += "Pressure Drop: " + document.getElementById('paramPressure').textContent + " Pa\n"; resultsText += "Fluid Viscosity: " + document.getElementById('paramViscosity').textContent + " Pa·s\n"; resultsText += "Fluid Density: " + document.getElementById('paramDensity').textContent + " kg/m³\n"; resultsText += "Pipe Roughness: " + document.getElementById('paramRoughness').textContent + " m\n"; // Use a temporary textarea to copy text var textArea = document.createElement("textarea"); textArea.value = resultsText; textArea.style.position = "fixed"; // Avoid scrolling to bottom of page in MS Edge. textArea.style.top = 0; textArea.style.left = 0; textArea.style.width = '2em'; textArea.style.height = '2em'; textArea.style.padding = '0'; textArea.style.border = 'none'; textArea.style.outline = 'none'; textArea.style.boxShadow = 'none'; document.body.appendChild(textArea); textArea.focus(); textArea.select(); try { var successful = document.execCommand('copy'); var msg = successful ? 'Results copied!' : 'Copying failed!'; console.log(msg); // Optionally show a temporary message to the user var copyButton = document.querySelector('button.success'); var originalText = copyButton.textContent; copyButton.textContent = msg; setTimeout(function() { copyButton.textContent = originalText; }, 2000); } catch (err) { console.error('Fallback: Oops, unable to copy', err); } document.body.removeChild(textArea); } function updateChart(currentPressureDrop) { var canvas = document.getElementById('flowRateChart'); var ctx = canvas.getContext('2d'); // Clear previous chart if it exists if (chartInstance) { chartInstance.destroy(); } // Generate data points for the chart var pressurePoints = []; var flowRatePoints = []; var basePressureDrop = parseFloat(document.getElementById('pressureDrop').value); var baseFlowRate = parseFloat(document.getElementById('flowRateResult').textContent); // If base calculation failed, don't draw chart if (isNaN(baseFlowRate) || baseFlowRate === 0) { if (ctx) { ctx.clearRect(0, 0, canvas.width, canvas.height); // Clear canvas if no data } return; } // Generate points around the current pressure drop var pressureRange = basePressureDrop * 0.8; // Show range from 20% to 180% of current pressure drop var step = pressureRange / 10; for (var p = basePressureDrop * 0.2; p <= basePressureDrop * 1.8; p += step) { if (p <= 0) continue; // Avoid division by zero or negative pressure pressurePoints.push(p); // Recalculate flow rate for this pressure point (simplified: assume Q ~ sqrt(P)) // This is an approximation, a full recalculation would be more accurate but computationally expensive here // A better approximation for turbulent flow: Q is proportional to sqrt(deltaP) // For laminar flow: Q is proportional to deltaP // Let's use the sqrt(deltaP) relationship as it's more common for typical pipe flows var calculatedFlow = baseFlowRate * Math.sqrt(p / basePressureDrop); flowRatePoints.push(calculatedFlow); } // Create new chart chartInstance = new Chart(ctx, { type: 'line', data: { labels: pressurePoints.map(function(p) { return p.toFixed(0); }), // Pressure labels datasets: [{ label: 'Flow Rate (m³/s)', data: flowRatePoints, borderColor: 'var(–primary-color)', backgroundColor: 'rgba(0, 74, 153, 0.1)', fill: true, tension: 0.1 }] }, options: { responsive: true, maintainAspectRatio: false, scales: { x: { title: { display: true, text: 'Pressure Drop (Pa)' }, ticks: { autoSkip: true, maxTicksLimit: 10 } }, y: { title: { display: true, text: 'Flow Rate (m³/s)' }, beginAtZero: true } }, plugins: { tooltip: { callbacks: { label: function(context) { var label = context.dataset.label || ''; if (label) { label += ': '; } if (context.parsed.y !== null) { label += context.parsed.y.toFixed(6); } return label; } } } } } }); } // Initial calculation on load if default values are present document.addEventListener('DOMContentLoaded', function() { // Check if default values are set and calculate if (document.getElementById('pipeDiameter').value && document.getElementById('pipeLength').value && document.getElementById('pressureDrop').value && document.getElementById('fluidViscosity').value && document.getElementById('fluidDensity').value && document.getElementById('pipeRoughness').value) { calculateFlow(); } });

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