IS 9964 Part 2 (1981) provides comprehensive recommendations for the inspection of petroleum storage tanks, focusing on maintaining structural integrity and operational safety. It guides engineers and maintenance professionals on inspection frequencies, methods including ultrasonic thickness measurement and vacuum testing, and evaluation criteria for corrosion, settlement, and structural defects in various tank types such as welded, riveted, floating roof, and cone roof tanks. This standard is essential for ensuring the longevity and safe operation of petroleum storage tanks in refineries and storage facilities.
Overview
IS 9964 Part 2 (1981) provides comprehensive recommendations for the inspection of petroleum storage tanks, focusing on maintaining structural integrity and operational safety. It guides engineers and maintenance professionals on inspection frequencies, methods including ultrasonic thickness measurement and vacuum testing, and evaluation criteria for corrosion, settlement, and structural defects in various tank types such as welded, riveted, floating roof, and cone roof tanks. This standard is essential for ensuring the longevity and safe operation of petroleum storage tanks in refineries and storage facilities.
Audience
Contents
Structure
IS 9964 Part 2 (1981) - Scope Summary with Key Tables & Forms
The scope covers inspection and maintenance planning for atmospheric storage tanks, focusing on:
| Appendix | Description | Content Highlights |
|---|---|---|
| A | Atmospheric Tank External Inspection Report | Tank type, size, inspection date, recommendations |
| B | Long-Term Planning Sheet for Internal Inspections | Tank dimensions, inspection years, remarks |
| C | Yearly Planning Sheet | Monthly inspection schedule for various tanks |
| D | Tank Inspection & Repairs Report | Detailed inspection observations & repair records |
| E | Pneumatic Test Application | U-tube pressure indicator setup and procedure |
| F | Ultrasonic Thickness Measurement Report | Shell thickness data, welded joint efficiency |
| G | Roof Structure Measurements | Sag members, tie members, rafters, max liquid level |
| Course | Nominal Thickness (mm) | Min. Allowable Thickness (mm) | Measured Thickness (mm) |
|---|---|---|---|
| 1 | 6.5 | 4 | 4.5 |
| 5 | 12 | 9 | 10 |
| 9 | 18.5 | 14 | 16.9 |
This scope ensures systematic inspection, maintenance, and documentation for tank safety and longevity.
| Inspection Item | Observation | Repairs Executed |
|---|---|---|
| Roof (Fixed/Floating) | ||
| Suction & Inlet Devices | ||
| Breather Valve | ||
| Foam Connections | ||
| Liquid Level Indicator |
| Inspection Type | Frequency |
|---|---|
| Internal | Every 3-5 years |
| External | Annually |
flowchart TD
A[Statutory Acts Compliance] --> B[Inspection Planning]
B --> C[Internal Inspection]
B --> D[External Inspection]
C --> E[Inspection Report]
D --> E
E --> F[Repairs & Maintenance]
F --> G[Next Inspection Scheduling]
Note: For detailed inspection checklists and planning sheets, refer to Appendices A-D of IS 9964 Part 2.
Inspection aims:
| Document Type | Purpose |
|---|---|
| Appendix B | Long-term planning sheet for internal tank inspections (multi-year schedule) |
| Appendix C | Yearly planning sheet for internal tank inspections (detailed monthly plan) |
| Appendix D | Inspection and repair report template (records observations & repairs) |
| Item | Inspection Observations | Repairs Executed |
|---|---|---|
| Roof (Fixed/Floating) | Condition, leaks, corrosion | Repairs done |
| Nozzles, Vents, Valves | Wear, blockage, damage | Maintenance actions |
| Shell, Manholes | Cracks, corrosion | Repairs/replacements |
| Structural Components | Hinges, bolts, ladders | Tightening/replacement |
| Insulation & Painting | Deterioration | Repainting/repair |
| Tank No. | Type | Dimensions (DxH) | Inspection Year | Monthly Schedule (Jan-Dec) | Remarks |
|---|---|---|---|---|---|
| 1 | Cone | 12m x 9m | 2024 | Jan, Mar, Jul, Oct | Corrosion noted |
flowchart TD
A[Inspection Purpose] --> B[Planning Sheets]
B --> C[Long-term (Appendix B)]
B --> D[Yearly (Appendix C)]
A --> E[Inspection Report (Appendix D)]
E --> F[Observations]
E --> G[Repairs]
This structured approach ensures effective monitoring and maintenance of atmospheric tanks per IS 9964 Part 2.
IS 9964 Part 2 - Frequency of Inspection for Storage Tanks
| Product & Tank Type | Ultrasonic Wall Thickness (External) | Internal Inspection Frequency |
|---|---|---|
| Floating Roof Tanks | ||
| Crude oil | Every 5 years | Every 5 years |
| Straight run/catalytic cracker gasoline | Every 5 years | Every 5 years |
| Cone Roof Tanks | ||
| Acid | Every 5 years | Every 5 years |
| Leaded gasoline | Every 5 years | Every 5 years |
| Fuel oil | Every 5 years | Every 5 years |
| Crude oil | Every 5 years | Every 5 years |
| Straight run/catalytic cracker gasoline | Every 5 years | Every 6 years |
| Caustic | Every 5 years | Every 7 years |
| Naphtha | Every 5 years | Every 8 years |
| Waxy distillate | Every 5 years | Every 10 years |
| (Other products follow similar 5-year ultrasonic external inspection intervals with varying internal inspection intervals) |
Adjust inspection frequency based on corrosion rates and operational conditions to ensure safety and integrity.
flowchart TD
A[Tank in Service] --> B{Inspection Due?}
B -- Yes --> C[External Ultrasonic Measurement]
C --> D{Corrosion Rate Acceptable?}
D -- Yes --> E[Schedule
IS 9964 Part 2 - Planning of Inspection & Record Keeping
| Tank No. | Type | Dimensions (DXH) | Previous Inspection Year | Year 1 | Year 2 | ... | Remarks |
|---|---|---|---|---|---|---|---|
| 1 | Cone | 20m x 10m | 2019 | ✓ | |||
| ... | ... | ... | ... | ... | ... | ... | ... |
| Item | Inspection Observations | Repairs Executed |
|---|---|---|
| Roof (Fixed/Floating) | ||
| Ladder Hinges | ||
| Nozzles | ||
| Insulation Painting | ||
| ... |
flowchart TD
A[Start: Inspection Planning] --> B[Use Long-Term Planning Sheet]
B --> C[Schedule Yearly Inspections]
C --> D[Conduct Inspection]
D --> E[Record Observations & Repairs]
E --> F[Prepare Inspection Report]
F --> G[Plan Next Inspection]
Summary:
Use Appendices B, C, D for systematic planning, scheduling, and recording tank inspections and repairs. Maintain certified records as per
IS 9964 Part 2 — Inspection of Tank Bottom: Key Points
| Item | Details to record |
|---|---|
| Tank No., Type | Cone/Floating/Welded/Insulated |
| Date Inspected | |
| Last Inspection | |
| Size (Diameter) | |
| Recommendations | |
| Bottom/Foundation | Condition and remarks |
| Nozzles & Pipe Conns | Condition and remarks |
| Salt Water Spray Pipe | Condition and remarks |
| Steam Coil | Condition and remarks |
| Level Indicator | Condition and remarks |
| Roof Water Pipe | Condition and remarks |
| Location Type | Number of Checks | Purpose |
|---|---|---|
| Bottom center | 1 | Central thickness check |
| Outer periphery | 5 | Edge corrosion check |
| Middle areas | 4 | Intermediate wear check |
flowchart TD
A[Visual Inspection] --> B[Ultrasonic Thickness Measurement]
B --> C{Thickness OK?}
C -- Yes --> D[Record Data, Schedule Next Inspection]
C -- No --> E[Plan Repairs]
E --> D
Summary: IS 9964 Part 2 emphasizes systematic visual and ultrasonic inspection of tank bottoms, with specified measurement points and detailed reporting formats to ensure safe and reliable
Leak Testing of Tank Bottom (IS 9964 Part 2 - Clause 8)
Pneumatic Leak Test (Clause 8.3 & Appendix E):
Vacuum Box Test (Clause 8.1):
flowchart LR
A[Air Supply Line] --> B[Air Connections (5 points)]
B --> C[Space under tank bottom]
C --> D[Dam of clay/bitumen-sand ~20 cm high]
D --> E[Water seal between dam and tank wall]
C --> F[Maintain 10 cm water pressure]
F --> G[Apply soap suds on joints for leak detection]
This ensures early detection of leaks preventing costly failures.
Inspection of Tank Shell as per IS 9964 Part 2 (1981)
| Course | Nominal Thickness (mm) | Min Allowable Thickness (mm) | Measured Thickness (mm) |
|---|---|---|---|
| 1 | 6.5 | 4 | 3.3 - 4.5 |
| 5 | 12 | 9 | 7 - 9 |
| 9 | 18.5 | 14 | 14.3 - 16.1 |
flowchart TD
A[Start Inspection] --> B[Visual Inspection]
B --> C[Ultrasonic Thickness Measurement]
C --> D{Thickness ≥ Min Allowable?}
D -- Yes --> E[Record & Monitor]
D -- No --> F[Plan Repairs]
F --> G[Execute Repairs]
G --> H[Update Inspection Report]
E --> H
H --> I[Schedule Next Inspection]
Summary: Use ultrasonic testing to measure shell thickness against min allowable values, perform pneumatic tests for shell integrity, document all findings and repairs, and plan inspections systematically.
IS 9964 Part 2: Inspection of Welded and Riveted Tanks
| Course | Nominal Thickness (mm) | Min. Allowable Thickness (mm) | Measured Thickness (mm) |
|---|---|---|---|
| 1 | 6.5 | 4 | 3.3 - 4.5 |
| 5 | 12 | 9 | 7 - 9 |
| 9 | 18.5 | 14 | 14.3 - 16.9 |
(Refer to Appendix E Table for detailed values)
flowchart LR
A[Start Inspection] --> B{Tank Type}
B -->|Welded| C[Ultrasonic Thickness Test]
B -->|Riveted| D[Visual & Rivet Tightness Check]
C --> E[Pneumatic Test Setup]
D --> E
E
Inspection of Roof and Roof-Supporting Structures (IS 9964 Part 2, Clause 11)
Visual Inspection:
Measurement & Acceptance Criteria:
Roof Plate Condition & Repair:
| Parameter | Acceptance Criteria |
|---|---|
| Material loss in members | ≤ 25% (Reject if exceeded) |
| Welds and bolts | No visible damage |
| Roof plate thickness | Above minimum thickness |
| Holes in roof plates | Only scattered holes allowed |
flowchart TD
A[Visual Inspection from Tank Bottom] --> B{Corrosion or Distortion Observed?}
B -- No --> C[Record and File Inspection Report]
B -- Yes --> D[Measure Thickness & Dimensions]
D --> E{Material Loss > 25%?}
E -- Yes --> F[Reject Member]
E -- No --> G[Examine Welds and Bolts]
G --> H{Damage Found?}
H -- Yes --> F
H -- No --> I{Roof Plate Condition}
I -- Above Minimum Thickness & Scattered Holes --> J[Patch Roof]
I -- Below Minimum Thickness or Extensive Damage --> K[Renew Roof Plates & Test]
J --> C
K --> C
This ensures structural integrity and safe operation of tank roofs per IS 9964 Part 2.
Inspection of Tank Fittings as per IS 9964 Part 2 (1981) includes:
Use Atmospheric Tank Inspection Report including:
Tank Inspection & Repairs Report (Appendix D) covers:
| Course | Nominal Thickness | Min Allowable Thickness | Measured Thickness |
|---|---|---|---|
| 1 | 6.5 | 4 | 3.3 - 4.5 |
| 5 | 12 | 9 | 7 - 10 |
| 9 | 18.5 | 14 | 14.3 - 16.9 |
| Fitting Type | Test/Inspection Method | Criteria/Pressure |
|---|---|---|
| Roof Drain | Hydrostatic test | 3.5 kg/cm² gauge pressure |
| Shell Thickness | Ultrasonic thickness measurement | Min allowable per table |
| Bottom/Base Leak | Pneumatic test | Observe air gap formation |
This structured inspection ensures tank fittings integrity and safety compliance per IS 9964 Part
[ f = \sqrt{(100 f_0)^2 + 3.75 D} ]
If sag exceeds f, stresses at the bottom-shell joint may become excessive. Remedy: lift tank and re-pack foundation.
flowchart TD
A[Inspect Tank Foundation] --> B{Check Sag (f)}
B -->|f ≤ allowable| C[Continue Monitoring]
B -->|f > allowable| D[Lift Tank & Repack Foundation]
A --> E{Check Tilting}
E -->|Within Limits| C
E -->|Exceeds Limits| D
A --> F{Check Settlement and Erosion}
F -->|Minor| C
F -->|Major| D
Summary: Regular inspection of sag, tilting, settlement, and erosion per IS 9964 Part 2 is critical. Use formula for max sag, monitor tilting limits, and take timely remedial action to ensure tank
IS 9964 Part 2: Inspection of Tank Insulation - Key Points
Clause 14.1:
Inspection Report (Appendix A, Clause 5.2):
Use the Atmospheric Tank Inspection Report format including:
Planning Sheets (Appendices B & C):
Inspection Observations & Repairs (Appendix D):
| Inspection Aspect | Frequency | Action |
|---|---|---|
| Waterproof sealing | Annually & post-rainy season | Visual check & uncover plate if moisture suspected |
| Corrosion check | If moisture suspected | Uncover and examine tank plate |
| Insulation condition | During inspection | Note damage, moisture ingress, paint condition |
| Report & Recommendations | After inspection | Complete inspection report & plan repairs |
[ f = (100 f_0)^2 + 3.75 D ]
If sag exceeds (f), foundation repacking or tank lifting is needed.
flowchart TD
A[Annual Inspection] --> B{Waterproof Sealing Intact?}
B -- Yes --> C[Continue with Routine Checks]
B
IS 9964 Part 2 – Long Term Planning Sheet for Internal Tank Inspection
| Tank No. | Type | Dimensions (DXH) | Previous Inspection Year | Year 1 | Year 2 | ... | Year N | Remarks |
|---|---|---|---|---|---|---|---|---|
| e.g. 101 | Cone | 30m x 10m | 2019 | Yes | No | ... | Yes | Notes |
| Component | Inspection Observations | Repairs Executed |
|---|---|---|
| Roof (Fixed/Floating) | ||
| Ladder hinges | ||
| Suction & inlet devices | ||
| Nozzles | ||
| Insulation painting | ||
| ... |
| Course | Nominal Thickness (mm) | Minimum Allowable (mm) | Measured Thickness (mm) |
|---|---|---|---|
| 1 | 6.5 | 4 | 4.5 |
| 2 | 8.1 | 5 | 6.1 |
| ... | ... | ... | ... |
IS 9964 Part 2 (1981) — Yearly Planning Sheet for Internal Tank Inspection
| Tank No. | Type | DX (m) | H (m) | Product | Jan | Feb | ... | Dec | Remarks |
|---|---|---|---|---|---|---|---|---|---|
| 1 | Cone | 15 | 10 | Crude Oil | ✓ | ✓ | - | ||
| ... | ... | ... | ... | ... | ... | ... | ... | ... | ... |
| Tank Type | Product | Ultrasonic Wall Thickness (External) | Internal Inspection Frequency |
|---|---|---|---|
| Floating Roof Tanks | Crude oil, Gasoline, etc. | Every 5 years | Every 5 years |
| Cone Roof Tanks | Acid, Leaded gasoline, Fuel oil | Every 5 years | Every 5-10 years (varies by product) |
flowchart TD
A[Start: Tank Inventory] --> B[Fill Yearly Planning Sheet (Appx C)]
B
Frequently Asked
Frequency of Petroleum Storage Tank Inspections (IS 9964 Part 2)
Inspection frequency depends on these key factors (Clause 4.1):
Recommended inspection intervals (Clause 4.3 Table 4):
| Product & Tank Type | Ultrasonic External Inspection | Internal Inspection (if not opened for other reasons) |
|---|---|---|
| Floating Roof Tanks (e.g., Crude oil, Gasoline) | Every 5 years | Every 5-6 years |
| Cone Roof Tanks (e.g., Acid, Fuel oil) | Every 5 years | Every 5-10 years depending on product |
| Caustic, Naphtha, Waxy distillate | Every 5 years | Every 7-10 years |
Additional Notes:
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Summary: Use the nature of product, corrosion data, maintenance history, and tank environment to set inspection intervals, guided by the IS 9964 Part 2 recommended schedule.
Recommended Inspection Methods for Corrosion and Leak Detection in Storage Tanks (IS 9964 Part 2):
Visual Inspection:
Primary method to assess physical condition and detect corrosion on welds and surfaces. Helps decide further testing needs.
On-Stream Inspection:
Used to monitor corrosion rates without tank shutdown, optimizing inspection frequency and costs.
Internal Inspection:
Conducted based on service history or indications from visual/on-stream inspections.
Non-Destructive Testing (NDT) for Welds (Clause 7.4.1):
Inspection Frequency Factors (Clause 4.1):
Summary Diagram:
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This approach ensures early detection, safety, and cost-effective maintenance.
Assessment and Management of Uneven Settlement and Tilting of Tank Foundations (IS 9964 Part 2)
Inspection: Regularly inspect tanks for settlement signs; focus on continued or increasing settlement rates indicating foundation/subsoil weakness (Clause 13.2).
Effects of Uneven Settlement (Clause 13.2.4):
Tolerance Limits:
Remedial Measures:
[ \text{Maximum sag} = \frac{D^2}{4000} ] Where:
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Summary: Monitor settlement closely; maintain within specified unevenness limits; provide drainage for minor settlement; reconstruct foundation for major settlement.
Criteria for Rejecting or Repairing Tank Shell Plates and Rivets (IS 9964 Part 2):
Rivets (Clause 7.5):
Shell Plates (Clauses 10.3.1 & 10.5.1):
| Joint Type | Thickness | Joint Efficiency (%) |
|---|---|---|
| Single lap | 16 mm | 59.3 |
| Double lap | 16 mm | 73 |
| 3-fold lap | 20 mm | 73.3 |
| 4-fold butt | 20 mm | 87 |
| 5-fold butt | 22-28 mm | 90.12 - 91.25 |
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Ultrasonic Thickness Measurement for Tank Integrity (IS 9964 Part 2)
Scope: Measure wall thickness of tank shell plates and bottom to monitor corrosion and thinning.
Shell Measurement (Clause 9.1):
Bottom Measurement (Clauses 7.2 & 7.3):
Measurement Notes:
| Parameter | Details |
|---|---|
| Measurement Width | 2 plates on opposite shell sides |
| Action Threshold | Thickness close to minimum allowable (Clause 10) |
| Full Course Check | If near limit or localized thinning detected |
| Plate Renewal Criteria | Plates below allowable thickness or marginally above if expected to degrade |
| Bottom Checks (Minor Pitting) | 10 points: center, 5 periphery, 4 middle areas |
| Bottom Checks (Severe Pitting) | Full grid at 1m spacing after cleaning |
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This approach ensures early detection of corrosion, enabling timely maintenance and safe tank operation.
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