Calculate How to Increase Mud Weight

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Calculate How to Increase Mud Weight

Mud Weight Adjustment Calculator

Enter the current density of the drilling fluid (e.g., in ppg or SG).
Enter the desired density for the drilling fluid.
Enter the total volume of mud in the system (e.g., in barrels or m³).
Enter the density of the weighting material (e.g., Barite in ppg or SG).
Volume of additive needed to increase mud weight by 1 ppg (e.g., bbl/ppg).

Required Additive Volume

Weight Increase Needed:
Total Additive Volume:
Additive Density (SG):
Formula: Additive Volume = (Mud Volume * Weight Increase Needed) / (Additive Density – Current Mud Weight)
Simplified: Additive Volume = Mud Volume * (Target Mud Weight – Current Mud Weight) * Additive Volume per Unit Weight

Mud Weight Adjustment Data Table

Mud Weight Adjustment Parameters
Parameter Value Unit
Current Mud Weight ppg / SG
Target Mud Weight ppg / SG
Mud Volume bbl / m³
Additive Density ppg / SG
Additive Volume per Unit Weight bbl/ppg or m³/SG
Weight Increase Needed ppg / SG
Required Additive Volume bbl / m³

What is Mud Weight Adjustment?

Mud weight adjustment, specifically increasing mud weight, is a critical process in drilling operations. It refers to the deliberate modification of the density of the drilling fluid (mud) to achieve specific hydrostatic pressure requirements in the wellbore. The primary goal is to exert sufficient pressure to counteract formation pressures, preventing influxes of oil, gas, or water (kicks) that could lead to blowouts. Conversely, mud weight might need to be decreased for other operational reasons, but increasing it is often a safety-critical measure.

Who should use it: Drilling engineers, mud engineers, toolpushers, and anyone involved in the planning and execution of drilling operations will directly or indirectly use the principles of mud weight adjustment. Understanding how to increase mud weight is essential for maintaining wellbore stability and controlling subsurface pressures.

Common misconceptions: A common misconception is that simply adding any weighting material will suffice. However, the type of additive, its density, particle size, and interaction with the mud system are crucial. Another misconception is that increasing mud weight is always the solution to pressure issues; sometimes, other well control techniques or mud properties need adjustment. Over-increasing mud weight can also lead to formation damage or lost circulation.

Mud Weight Adjustment Formula and Mathematical Explanation

The core principle behind increasing mud weight is adding a denser substance to a less dense fluid. The required amount of weighting material depends on the current mud weight, the desired target mud weight, the total volume of mud in the system, and the density of the weighting material itself.

The fundamental relationship is based on the principle of conservation of mass and volume, considering the densities involved. We want to achieve a new total weight in the mud system that corresponds to the target mud weight and the total volume.

Let:

  • $MW_{current}$ = Current Mud Weight
  • $MW_{target}$ = Target Mud Weight
  • $V_{mud}$ = Total Volume of Mud in the System
  • $MW_{additive}$ = Density of the Weighting Additive
  • $V_{additive}$ = Volume of Additive Required

The weight of the current mud is $W_{current} = MW_{current} \times V_{mud}$.

The weight of the added material is $W_{additive} = MW_{additive} \times V_{additive}$.

The final weight of the mud after adding the material will be $W_{final} = W_{current} + W_{additive}$.

The final volume will be approximately $V_{final} = V_{mud} + V_{additive}$ (assuming additive volume is small compared to mud volume, or we are calculating the volume of additive to achieve the target weight in the *original* volume, which is a common simplification for initial calculations).

We want the final mud weight to be $MW_{target}$. So, $MW_{target} = \frac{W_{final}}{V_{mud}}$ (using the original mud volume as the basis for calculation, which is standard practice for determining the amount of additive needed to *achieve* the target weight within the existing system). This simplifies to:

$MW_{target} \times V_{mud} = (MW_{current} \times V_{mud}) + (MW_{additive} \times V_{additive})$

Rearranging to solve for $V_{additive}$:

$MW_{target} \times V_{mud} – MW_{current} \times V_{mud} = MW_{additive} \times V_{additive}$

$(MW_{target} – MW_{current}) \times V_{mud} = MW_{additive} \times V_{additive}$

$V_{additive} = \frac{(MW_{target} – MW_{current}) \times V_{mud}}{MW_{additive}}$

This formula calculates the volume of additive needed if the additive's density is expressed in the same units as mud weight and volume. However, a more practical approach often uses the concept of "volume per unit weight increase."

Let $V_{add\_per\_unit}$ be the volume of additive required to increase the mud weight by 1 unit (e.g., bbl/ppg or m³/SG). This value is often provided by additive manufacturers or determined empirically.

The total weight increase needed is $(MW_{target} – MW_{current})$.

The total volume of additive required is then:

$V_{additive} = V_{mud} \times (MW_{target} – MW_{current}) \times V_{add\_per\_unit}$

This is the formula implemented in the calculator, as it directly uses the practical input `Additive Volume per Unit Weight`.

Variables Table

Mud Weight Adjustment Variables
Variable Meaning Unit Typical Range
Current Mud Weight ($MW_{current}$) The existing density of the drilling fluid. ppg (pounds per gallon) / SG (Specific Gravity) 8.0 – 18.0 ppg / 0.96 – 2.16 SG
Target Mud Weight ($MW_{target}$) The desired density for the drilling fluid. ppg / SG 8.0 – 20.0+ ppg / 0.96 – 2.40+ SG
Mud Volume ($V_{mud}$) The total volume of drilling fluid in the active system. bbl (barrels) / m³ (cubic meters) 100 – 1000+ bbl / 15 – 160+ m³
Additive Density ($MW_{additive}$) The density of the weighting material (e.g., Barite, Hematite). ppg / SG 15.0 – 35.0+ ppg / 1.8 – 4.2+ SG
Additive Volume per Unit Weight ($V_{add\_per\_unit}$) The volume of additive needed to increase mud weight by 1 unit. bbl/ppg / m³/SG 0.02 – 0.06 bbl/ppg / 0.0024 – 0.0072 m³/SG (varies greatly)
Weight Increase Needed The difference between the target and current mud weights. ppg / SG 0.1 – 5.0+ ppg / 0.012 – 0.60+ SG
Required Additive Volume ($V_{additive}$) The calculated total volume of weighting material to add. bbl / m³ Calculated based on inputs

Practical Examples (Real-World Use Cases)

Example 1: Standard Weight Increase for Kick Prevention

Scenario: A drilling operation is encountering increasing formation pressures. The current mud weight is 10.5 ppg, and the target is 12.0 ppg to safely control the well. The total mud volume in the system is 600 barrels. The primary weighting agent is Barite, which has a density of approximately 35.0 ppg. The volume of Barite required to increase mud weight by 1 ppg in this system is empirically determined to be 0.04 bbl/ppg.

Inputs:

  • Current Mud Weight: 10.5 ppg
  • Target Mud Weight: 12.0 ppg
  • Mud Volume: 600 bbl
  • Additive Density: 35.0 ppg
  • Additive Volume per Unit Weight: 0.04 bbl/ppg

Calculation:

  • Weight Increase Needed = 12.0 ppg – 10.5 ppg = 1.5 ppg
  • Required Additive Volume = 600 bbl * (1.5 ppg) * 0.04 bbl/ppg = 36 bbl

Interpretation: Approximately 36 barrels of Barite must be added to the 600-barrel mud system to increase its weight from 10.5 ppg to 12.0 ppg. This increase in hydrostatic pressure is crucial for preventing a kick.

Example 2: Adjusting Weight in a Smaller System

Scenario: A workover operation requires a slight increase in mud weight. The current mud weight is 9.8 SG, and the target is 10.2 SG. The total mud volume is 150 m³. The weighting material being used has a specific gravity of 4.1 SG. The volume of this additive needed to increase the mud weight by 0.1 SG is 0.003 m³/SG.

Inputs:

  • Current Mud Weight: 9.8 SG
  • Target Mud Weight: 10.2 SG
  • Mud Volume: 150 m³
  • Additive Density: 4.1 SG
  • Additive Volume per Unit Weight: 0.003 m³/SG

Calculation:

  • Weight Increase Needed = 10.2 SG – 9.8 SG = 0.4 SG
  • Required Additive Volume = 150 m³ * (0.4 SG) * 0.003 m³/SG = 0.18 m³

Interpretation: To achieve the target mud weight of 10.2 SG in the 150 m³ system, 0.18 cubic meters of the weighting agent must be added. This ensures the hydrostatic column provides the necessary pressure for the workover task.

How to Use This Mud Weight Calculator

Our interactive calculator simplifies the process of determining the required volume of weighting material to increase your drilling fluid's density. Follow these steps:

  1. Enter Current Mud Weight: Input the current density of your drilling fluid. Ensure you use consistent units (e.g., ppg or SG).
  2. Enter Target Mud Weight: Input the desired density you aim to achieve. This is typically determined by wellbore pressure requirements.
  3. Enter Mud Volume: Provide the total volume of the mud currently in your active system (e.g., tanks, pits).
  4. Enter Additive Density: Input the density of the specific weighting material you plan to use (e.g., Barite, Hematite).
  5. Enter Additive Volume per Unit Weight: This is a crucial factor. It represents how much volume of your chosen additive is needed to increase the mud weight by one unit (e.g., 1 ppg or 1 SG). This value is often found in the additive's technical data sheet or determined through field tests.
  6. Click 'Calculate': The calculator will instantly display the results.

Reading the Results:

  • Required Additive Volume (Main Result): This is the total volume of weighting material you need to add to your system.
  • Weight Increase Needed: Shows the difference between your target and current mud weights.
  • Total Additive Volume: This is a redundant display of the main result for clarity.
  • Additive Density (SG): Displays the specific gravity of your additive for reference.

Decision-Making Guidance: The calculated volume is an estimate. Always consider factors like mixing efficiency, potential dilution from other mud additions, and the rheological properties of the mud after adding the weighting agent. It's often advisable to add the material incrementally and monitor the mud weight closely. Consult with your mud engineer for precise operational adjustments.

Key Factors That Affect Mud Weight Adjustment Results

Several factors influence the accuracy and effectiveness of mud weight calculations and adjustments:

  1. Additive Density and Particle Size: Denser additives require less volume, but particle size is critical for suspension and preventing settling. Finer particles might be needed for higher weight increases but can affect rheology.
  2. Mud Volume Accuracy: An incorrect estimate of the total mud volume ($V_{mud}$) will directly lead to an inaccurate calculation of the required additive volume. This includes accounting for all active pits and tanks.
  3. Additive Volume per Unit Weight ($V_{add\_per\_unit}$): This is perhaps the most variable input. It depends heavily on the specific additive, the base mud type (water-based, oil-based), and the concentration of solids already in the mud. Empirical data or manufacturer specifications are vital.
  4. Mixing Efficiency and Location: How well the additive is dispersed throughout the mud system impacts the final, uniform mud weight. Adding it near the suction or mixing hopper is crucial. Inefficient mixing can lead to localized high concentrations or insufficient overall increase.
  5. System Dynamics (Dilution and Losses): During drilling, new mud is constantly being made, and fluid can be lost to the formation. These factors can dilute the mud weight, requiring more additive than initially calculated. Conversely, lost circulation can reduce the effective mud volume.
  6. Rheological Properties: Adding large amounts of weighting material can significantly increase the mud's viscosity and gel strength. This can impact pump pressure, hole cleaning, and potentially lead to stuck pipe. The rheological impact must be managed alongside density.
  7. Cost of Additives: High-density weighting materials like Barite can be expensive. The cost-effectiveness of achieving the target mud weight must be balanced against operational safety and efficiency. Cheaper, less dense materials might require larger volumes, impacting handling and rheology.
  8. Formation Type and Integrity: Extremely high mud weights can fracture weak formations or cause differential sticking. The target mud weight must be carefully selected based on the known or anticipated formation pressures and strengths.

Frequently Asked Questions (FAQ)

Q1: What is the difference between ppg and SG for mud weight?

PPG (pounds per gallon) is a common unit in North America, while SG (Specific Gravity) is a dimensionless ratio comparing the density of the fluid to the density of water. They are directly convertible: SG = PPG / 8.33 (approximately, as water density is ~8.33 ppg).

Q2: Can I use the calculator if my mud is oil-based?

The fundamental principles apply, but the 'Additive Volume per Unit Weight' can differ significantly for oil-based muds compared to water-based muds. Always use values specific to your mud system type.

Q3: What happens if I add too much weighting material?

Adding too much can lead to excessive hydrostatic pressure, potentially causing lost circulation (fluid loss into the formation), formation fracturing, or increased drilling costs due to higher pump pressures and potential damage to downhole equipment.

Q4: How often should mud weight be checked and adjusted?

Mud weight should be checked regularly, typically every trip, or more frequently during periods of high drilling activity or when drilling through known problematic zones. Adjustments are made as needed based on these checks and formation pressure evaluations.

Q5: What are common weighting materials?

The most common weighting material is Barite (Barium Sulfate, BaSO₄). Others include Hematite (Iron Oxide, Fe₂O₃), Ilmenite, and Calcium Carbonate. The choice depends on density requirements, cost, availability, and compatibility with the mud system.

Q6: Does increasing mud weight affect drilling rate?

Yes, significantly. Higher mud weights increase hydrostatic pressure, which can counteract the drilling bit's weight-on-bit effectiveness and increase the force required to shear rock, generally leading to a slower Rate of Penetration (ROP).

Q7: What is the role of a mud engineer in this process?

The mud engineer is responsible for monitoring all mud properties, including weight, and making the necessary adjustments. They use tools like the calculator, along with their expertise, to ensure the mud meets operational and safety requirements.

Q8: Can I use this calculator for decreasing mud weight?

No, this calculator is specifically designed for increasing mud weight. Decreasing mud weight involves different procedures, such as dilution with water or adding specific thinner additives.

Q9: What does "Additive Volume per Unit Weight" mean in practical terms?

It's a measure of efficiency. A lower number means the additive is more efficient at increasing density – you need less volume of it to achieve the same weight increase. For example, 0.04 bbl/ppg means you need 0.04 barrels of additive for every 1 pound per gallon increase in mud weight across the entire mud volume.

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var currentMudWeightInput = document.getElementById('currentMudWeight'); var targetMudWeightInput = document.getElementById('targetMudWeight'); var mudVolumeInput = document.getElementById('mudVolume'); var additiveDensityInput = document.getElementById('additiveDensity'); var additiveVolumePerUnitInput = document.getElementById('additiveVolumePerUnit'); var currentMudWeightError = document.getElementById('currentMudWeightError'); var targetMudWeightError = document.getElementById('targetMudWeightError'); var mudVolumeError = document.getElementById('mudVolumeError'); var additiveDensityError = document.getElementById('additiveDensityError'); var additiveVolumePerUnitError = document.getElementById('additiveVolumePerUnitError'); var requiredAdditiveVolumeSpan = document.getElementById('requiredAdditiveVolume'); var weightIncreaseNeededSpan = document.getElementById('weightIncreaseNeeded'); var totalAdditiveVolumeSpan = document.getElementById('totalAdditiveVolume'); var additiveDensitySGSpan = document.getElementById('additiveDensitySG'); var tableCurrentMudWeight = document.getElementById('tableCurrentMudWeight'); var tableTargetMudWeight = document.getElementById('tableTargetMudWeight'); var tableMudVolume = document.getElementById('tableMudVolume'); var tableAdditiveDensity = document.getElementById('tableAdditiveDensity'); var tableAdditiveVolumePerUnit = document.getElementById('tableAdditiveVolumePerUnit'); var tableWeightIncreaseNeeded = document.getElementById('tableWeightIncreaseNeeded'); var tableRequiredAdditiveVolume = document.getElementById('tableRequiredAdditiveVolume'); var chart; var chartData = { labels: [], datasets: [{ label: 'Mud Weight (ppg/SG)', data: [], borderColor: 'rgb(75, 192, 192)', tension: 0.1, fill: false }, { label: 'Additive Volume (bbl/m³)', data: [], borderColor: 'rgb(255, 99, 132)', tension: 0.1, fill: false, yAxisID: 'y-axis-additive' }] }; function initializeChart() { var ctx = document.getElementById('mudWeightChart').getContext('2d'); chart = new Chart(ctx, { type: 'line', data: chartData, options: { responsive: true, maintainAspectRatio: false, scales: { x: { title: { display: true, text: 'Mud Volume Incremented (bbl/m³)' } }, y: { title: { display: true, text: 'Mud Weight (ppg/SG)' } }, 'y-axis-additive': { type: 'linear', position: 'right', title: { display: true, text: 'Additive Volume (bbl/m³)' }, grid: { drawOnChartArea: false, // only want the grid lines for one axis to show up }, ticks: { callback: function(value, index, ticks) { // Format ticks for additive volume if needed, e.g., show in smaller units return value.toFixed(3); } } } }, plugins: { title: { display: true, text: 'Mud Weight and Additive Volume Progression' }, tooltip: { mode: 'index', intersect: false, } }, hover: { mode: 'nearest', intersect: true } } }); } function updateChart(currentMudWeight, targetMudWeight, mudVolume, additiveVolumePerUnit, calculatedAdditiveVolume) { // Add a point representing the final state var currentVolumePoint = parseFloat(mudVolumeInput.value); var currentWeightPoint = parseFloat(currentMudWeightInput.value); var currentAdditiveVolume = parseFloat(requiredAdditiveVolumeSpan.innerText); // Add initial state if (chartData.labels.length === 0) { chartData.labels.push(0); chartData.datasets[0].data.push(currentWeightPoint); chartData.datasets[1].data.push(0); } // Add the calculated final state if it's new var lastLabel = chartData.labels[chartData.labels.length – 1]; if (currentVolumePoint > lastLabel) { chartData.labels.push(currentVolumePoint); chartData.datasets[0].data.push(targetMudWeight); chartData.datasets[1].data.push(calculatedAdditiveVolume); } else if (currentVolumePoint === lastLabel && chartData.datasets[0].data.length > 0) { // Update the last point if volume is the same but weight/volume changed chartData.datasets[0].data[chartData.datasets[0].data.length – 1] = targetMudWeight; chartData.datasets[1].data[chartData.datasets[1].data.length – 1] = calculatedAdditiveVolume; } if (chart) { chart.update(); } } function validateInput(value, id, errorElement, min, max, unit) { var errorMsg = ""; if (value === "") { errorMsg = "This field cannot be empty."; } else { var numValue = parseFloat(value); if (isNaN(numValue)) { errorMsg = "Please enter a valid number."; } else { if (numValue < 0) { errorMsg = "Value cannot be negative."; } else if (min !== undefined && numValue max) { errorMsg = "Value cannot exceed " + max + " " + unit + "."; } } } errorElement.innerText = errorMsg; return errorMsg === ""; } function calculateMudWeight() { var currentMudWeight = parseFloat(currentMudWeightInput.value); var targetMudWeight = parseFloat(targetMudWeightInput.value); var mudVolume = parseFloat(mudVolumeInput.value); var additiveDensity = parseFloat(additiveDensityInput.value); var additiveVolumePerUnit = parseFloat(additiveVolumePerUnitInput.value); var isValid = true; isValid = validateInput(currentMudWeightInput.value, 'currentMudWeight', currentMudWeightError, 0, undefined, 'ppg/SG') && isValid; isValid = validateInput(targetMudWeightInput.value, 'targetMudWeight', targetMudWeightError, 0, undefined, 'ppg/SG') && isValid; isValid = validateInput(mudVolumeInput.value, 'mudVolume', mudVolumeError, 0, undefined, 'bbl/m³') && isValid; isValid = validateInput(additiveDensityInput.value, 'additiveDensity', additiveDensityError, 0, undefined, 'ppg/SG') && isValid; isValid = validateInput(additiveVolumePerUnitInput.value, 'additiveVolumePerUnit', additiveVolumePerUnitError, 0, undefined, 'bbl/ppg or m³/SG') && isValid; if (!isValid) { requiredAdditiveVolumeSpan.innerText = "–"; weightIncreaseNeededSpan.innerText = "–"; totalAdditiveVolumeSpan.innerText = "–"; additiveDensitySGSpan.innerText = "–"; updateTableData('–', '–', '–', '–', '–', '–', '–'); return; } if (targetMudWeight <= currentMudWeight) { targetMudWeightError.innerText = "Target mud weight must be greater than current mud weight."; isValid = false; } else { targetMudWeightError.innerText = ""; } if (additiveDensity <= targetMudWeight) { additiveDensityError.innerText = "Additive density must be greater than target mud weight."; isValid = false; } else { additiveDensityError.innerText = ""; } if (!isValid) { requiredAdditiveVolumeSpan.innerText = "–"; weightIncreaseNeededSpan.innerText = "–"; totalAdditiveVolumeSpan.innerText = "–"; additiveDensitySGSpan.innerText = "–"; updateTableData('–', '–', '–', '–', '–', '–', '–'); return; } var weightIncreaseNeeded = targetMudWeight – currentMudWeight; var requiredAdditiveVolume = mudVolume * weightIncreaseNeeded * additiveVolumePerUnit; requiredAdditiveVolumeSpan.innerText = requiredAdditiveVolume.toFixed(3); weightIncreaseNeededSpan.innerText = weightIncreaseNeeded.toFixed(2); totalAdditiveVolumeSpan.innerText = requiredAdditiveVolume.toFixed(3); additiveDensitySGSpan.innerText = additiveDensity.toFixed(1); // Assuming SG is used for display updateTableData( currentMudWeight.toFixed(2), targetMudWeight.toFixed(2), mudVolume.toFixed(0), additiveDensity.toFixed(1), additiveVolumePerUnit.toFixed(4), weightIncreaseNeeded.toFixed(2), requiredAdditiveVolume.toFixed(3) ); updateChart(currentMudWeight, targetMudWeight, mudVolume, additiveVolumePerUnit, requiredAdditiveVolume); } function updateTableData(currentMW, targetMW, mudVol, addDen, addVolPerUnit, weightInc, reqAddVol) { tableCurrentMudWeight.innerText = currentMW; tableTargetMudWeight.innerText = targetMW; tableMudVolume.innerText = mudVol; tableAdditiveDensity.innerText = addDen; tableAdditiveVolumePerUnit.innerText = addVolPerUnit; tableWeightIncreaseNeeded.innerText = weightInc; tableRequiredAdditiveVolume.innerText = reqAddVol; } function resetCalculator() { currentMudWeightInput.value = "10.0"; targetMudWeightInput.value = "12.0"; mudVolumeInput.value = "500"; additiveDensityInput.value = "35.0"; // Typical Barite density additiveVolumePerUnitInput.value = "0.04"; // Typical for Barite in water-based mud // Clear errors currentMudWeightError.innerText = ""; targetMudWeightError.innerText = ""; mudVolumeError.innerText = ""; additiveDensityError.innerText = ""; additiveVolumePerUnitError.innerText = ""; // Reset results requiredAdditiveVolumeSpan.innerText = "–"; weightIncreaseNeededSpan.innerText = "–"; totalAdditiveVolumeSpan.innerText = "–"; additiveDensitySGSpan.innerText = "–"; // Reset table updateTableData('–', '–', '–', '–', '–', '–', '–'); // Reset chart data chartData.labels = []; chartData.datasets[0].data = []; chartData.datasets[1].data = []; if (chart) { chart.update(); } } function copyResults() { var resultsText = "Mud Weight Adjustment Results:\n\n"; resultsText += "Required Additive Volume: " + requiredAdditiveVolumeSpan.innerText + "\n"; resultsText += "Weight Increase Needed: " + weightIncreaseNeededSpan.innerText + "\n"; resultsText += "Total Additive Volume: " + totalAdditiveVolumeSpan.innerText + "\n"; resultsText += "Additive Density (SG): " + additiveDensitySGSpan.innerText + "\n\n"; resultsText += "— Input Parameters —\n"; resultsText += "Current Mud Weight: " + tableCurrentMudWeight.innerText + "\n"; resultsText += "Target Mud Weight: " + tableTargetMudWeight.innerText + "\n"; resultsText += "Mud Volume: " + tableMudVolume.innerText + "\n"; resultsText += "Additive Density: " + tableAdditiveDensity.innerText + "\n"; resultsText += "Additive Volume per Unit Weight: " + tableAdditiveVolumePerUnit.innerText + "\n"; var textArea = document.createElement("textarea"); textArea.value = resultsText; document.body.appendChild(textArea); textArea.select(); try { document.execCommand("copy"); alert("Results copied to clipboard!"); } catch (e) { alert("Failed to copy results. Please copy manually."); } textArea.remove(); } // Initialize chart on load window.onload = function() { initializeChart(); // Perform an initial calculation to populate default values calculateMudWeight(); }; // Add event listeners for real-time updates var inputs = document.querySelectorAll('.loan-calc-container input'); for (var i = 0; i < inputs.length; i++) { inputs[i].addEventListener('input', calculateMudWeight); } // Add event listeners for validation on blur var inputElements = [ { id: 'currentMudWeight', errorId: 'currentMudWeightError', min: 0, unit: 'ppg/SG' }, { id: 'targetMudWeight', errorId: 'targetMudWeightError', min: 0, unit: 'ppg/SG' }, { id: 'mudVolume', errorId: 'mudVolumeError', min: 0, unit: 'bbl/m³' }, { id: 'additiveDensity', errorId: 'additiveDensityError', min: 0, unit: 'ppg/SG' }, { id: 'additiveVolumePerUnit', errorId: 'additiveVolumePerUnitError', min: 0, unit: 'bbl/ppg or m³/SG' } ]; inputElements.forEach(function(el) { var input = document.getElementById(el.id); var errorElement = document.getElementById(el.errorId); input.addEventListener('blur', function() { validateInput(input.value, el.id, errorElement, el.min, undefined, el.unit); // Also re-run calculation to ensure consistency after validation calculateMudWeight(); }); }); // FAQ toggle functionality var faqItems = document.querySelectorAll('.faq-item strong'); for (var i = 0; i < faqItems.length; i++) { faqItems[i].addEventListener('click', function() { var p = this.nextElementSibling; if (p.style.display === 'block') { p.style.display = 'none'; } else { p.style.display = 'block'; } }); }

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