IS 9964 Part 21981AI Search Enabled✦ AI Generated

Recommendations for Maintenance and Operation of Petroleum Storage Tanks, Part 2: Inspection

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.

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What This Standard Covers

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.

Who Uses This Standard

  • Petroleum Storage Tank Inspectors
  • Maintenance Engineers
  • Structural Engineers
  • Refinery Operations Managers
  • Safety Officers
  • Quality Assurance Professionals
  • Tank Fabrication and Repair Specialists

Key Topics Covered

Inspection frequency based on product type and tank conditions
Corrosion rate assessment and monitoring
Ultrasonic wall thickness measurement techniques
Visual and detailed internal inspections
Leak testing methods including vacuum box and pneumatic tests
Evaluation of tank shell, bottom, roof, and fittings
Assessment and management of tank foundation settlement and tilting
Inspection of floating roofs and pontoon compartments
Inspection and maintenance of tank insulation
Documentation and record-keeping for inspection and repairs
Criteria for rejection and repair of tank components
Safety considerations during tank cleaning and inspection

Table of Contents

1Scope

IS 9964 Part 2 (1981) - Scope Summary with Key Tables & Forms

The scope covers inspection and maintenance planning for atmospheric storage tanks, focusing on:

Key Components:

  • Internal & External Inspections (Appendix A, B, C)
  • Inspection Reporting (Appendix D, F)
  • Testing Methods (Pneumatic test - Appendix E)
  • Roof Structure Measurements (Appendix G)

Important Tables & Forms:

AppendixDescriptionContent Highlights
AAtmospheric Tank External Inspection ReportTank type, size, inspection date, recommendations
BLong-Term Planning Sheet for Internal InspectionsTank dimensions, inspection years, remarks
CYearly Planning SheetMonthly inspection schedule for various tanks
DTank Inspection & Repairs ReportDetailed inspection observations & repair records
EPneumatic Test ApplicationU-tube pressure indicator setup and procedure
FUltrasonic Thickness Measurement ReportShell thickness data, welded joint efficiency
GRoof Structure MeasurementsSag members, tie members, rafters, max liquid level

Typical Inspection Checklist (Appendix D):

  • Roof (Fixed/Floating, Pontoon)
  • Ladders, Hinges, Nozzles
  • Vents, Breather valves, Splash plates
  • Spray risers, Foam connections
  • Manholes, Level indicators, Handrails
  • Insulation and painting condition

Ultrasonic Thickness (Appendix F) Sample:

CourseNominal Thickness (mm)Min. Allowable Thickness (mm)Measured Thickness (mm)
16.544.5
512910
918.51416.9

Pneumatic Test Setup (Appendix E):

  • Use U-tube pressure indicator
  • Apply air pressure between bottom and base
  • Observe for leaks or deformation

This scope ensures systematic inspection, maintenance, and documentation for tank safety and longevity.

2Statutory Requirements

Statutory Requirements per IS 9964 Part 2 (1981)

  • Compliance: Mandatory adherence to Factory Act 1948, Petroleum Act, and related rules for inspection, maintenance, and operation of atmospheric storage tanks (Clause 2.1).
  • Inspection Planning: Use long-term and yearly planning sheets for scheduling internal tank inspections (Appendix B & C, Clause 6.1).
  • Inspection Reporting: Detailed inspection reports covering roof, shell, nozzles, vents, valves, and other accessories with observations and repairs (Appendices A, B, D).
  • Typical Inspection Report Items:
    • Roof structure (fixed/floating)
    • Suction/inlet devices
    • Vents, valves, and manholes
    • Level indicators, ladders, handrails
    • Coils, nozzles, insulation, and painting

Key Tables (Examples)

Inspection ItemObservationRepairs Executed
Roof (Fixed/Floating)
Suction & Inlet Devices
Breather Valve
Foam Connections
Liquid Level Indicator

Recommended Inspection Cycle (Typical)

Inspection TypeFrequency
InternalEvery 3-5 years
ExternalAnnually

Summary Diagram: Inspection & Compliance Workflow

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.

3Purpose of Inspection

Purpose of Inspection (IS 9964 Part 2 - 1981)

Inspection aims:

  • Assess tank condition (internal/external)
  • Identify corrosion, leaks, structural damage
  • Plan maintenance and repairs
  • Ensure safety and serviceability

Key Documents for Inspection Planning (Clause 6.1):

Document TypePurpose
Appendix BLong-term planning sheet for internal tank inspections (multi-year schedule)
Appendix CYearly planning sheet for internal tank inspections (detailed monthly plan)
Appendix DInspection and repair report template (records observations & repairs)

Typical Inspection Report Elements (Appendix D):

ItemInspection ObservationsRepairs Executed
Roof (Fixed/Floating)Condition, leaks, corrosionRepairs done
Nozzles, Vents, ValvesWear, blockage, damageMaintenance actions
Shell, ManholesCracks, corrosionRepairs/replacements
Structural ComponentsHinges, bolts, laddersTightening/replacement
Insulation & PaintingDeteriorationRepainting/repair

Inspection Planning Sheet (Appendix B Example):

Tank No.TypeDimensions (DxH)Inspection YearMonthly Schedule (Jan-Dec)Remarks
1Cone12m x 9m2024Jan, Mar, Jul, OctCorrosion noted

Summary

  • Use planning sheets for systematic inspections.
  • Maintain detailed inspection reports for tracking.
  • Schedule inspections based on tank type, age, and condition.
  • Focus on critical components: roof, shell, nozzles, and safety devices.
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.

4Frequency of Inspection

IS 9964 Part 2 - Frequency of Inspection for Storage Tanks

Key Points from Clause 4.3 (Table 4):

Product & Tank TypeUltrasonic Wall Thickness (External)Internal Inspection Frequency
Floating Roof Tanks
Crude oilEvery 5 yearsEvery 5 years
Straight run/catalytic cracker gasolineEvery 5 yearsEvery 5 years
Cone Roof Tanks
AcidEvery 5 yearsEvery 5 years
Leaded gasolineEvery 5 yearsEvery 5 years
Fuel oilEvery 5 yearsEvery 5 years
Crude oilEvery 5 yearsEvery 5 years
Straight run/catalytic cracker gasolineEvery 5 yearsEvery 6 years
CausticEvery 5 yearsEvery 7 years
NaphthaEvery 5 yearsEvery 8 years
Waxy distillateEvery 5 yearsEvery 10 years
(Other products follow similar 5-year ultrasonic external inspection intervals with varying internal inspection intervals)

Clause 4.1 - Factors Determining Inspection Frequency:

  • Nature of stored material
  • Visual maintenance check results
  • Corrosion rates and allowance
  • Previous inspection conditions
  • Construction and repair methods/materials
  • Tank location and environment (acidic atmospheres, high-risk areas)

Summary:

  • External ultrasonic thickness measurement: Generally every 5 years for most products.
  • Internal inspection: Varies from 5 to 10 years depending on product corrosiveness and tank type.
  • Use inspection planning sheets (Appendix B & C) for scheduling.
  • Inspection reports should document observations and repairs (Appendix D).

Practical Note:

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
6Planning of Inspection and Record Keeping

IS 9964 Part 2 - Planning of Inspection & Record Keeping

Key Documents for Inspection Planning (Clause 6.1)

  • Long Term Planning Sheet (Appendix B): Tracks internal tank inspections over multiple years.
  • Yearly Planning Sheet (Appendix C): Schedules inspections month-wise for each tank.
  • Inspection & Repair Report (Appendix D): Records detailed observations and repairs.

Typical Long-Term Planning Sheet (Appendix B)

Tank No.TypeDimensions (DXH)Previous Inspection YearYear 1Year 2...Remarks
1Cone20m x 10m2019
........................

Inspection & Repair Report Format (Appendix D)

ItemInspection ObservationsRepairs Executed
Roof (Fixed/Floating)
Ladder Hinges
Nozzles
Insulation Painting
...
  • Includes date of inspection, year of construction, previous inspections, type of inspection (internal/external).
  • Recommended next inspection date and expected repairs are noted.

Additional Notes

  • Visual Inspections are mandated by Factories Act 1948 (Section 31).
  • Records must include extent of inspection, findings, and recommendations.
  • Inspection must be by a competent person with certification (Appendix A format).

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

7Inspection of Tank Bottom

IS 9964 Part 2 — Inspection of Tank Bottom: Key Points


Inspection Procedure (Clause 7.2)

  • Visual check: Look for pitting, scale, and rivet condition (for riveted tanks).
  • Thickness measurement: Use ultrasonic thickness gauge.
  • Measurement locations:
    • 1 at bottom center
    • 5 towards outer periphery
    • 4 in intermediate areas
  • Purpose: Assess corrosion and wear for maintenance planning.

Inspection Report Format (Clause 5.2, Appendix A)

ItemDetails to record
Tank No., TypeCone/Floating/Welded/Insulated
Date Inspected
Last Inspection
Size (Diameter)
Recommendations
Bottom/FoundationCondition and remarks
Nozzles & Pipe ConnsCondition and remarks
Salt Water Spray PipeCondition and remarks
Steam CoilCondition and remarks
Level IndicatorCondition and remarks
Roof Water PipeCondition and remarks

Planning Sheets (Appendix B & C)

  • Long-term and yearly inspection planning sheets help schedule inspections based on tank type, dimensions, and product stored.
  • Enables systematic record-keeping and maintenance forecasting.

Summary Table for Thickness Measurement Locations

Location TypeNumber of ChecksPurpose
Bottom center1Central thickness check
Outer periphery5Edge corrosion check
Middle areas4Intermediate wear check

Recommendations

  • Maintain detailed records including painting, product stored, and previous repairs (Clause 6.2).
  • Use inspection data to schedule repairs and next inspection dates.

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

8Leak Testing of Tank Bottom

Leak Testing of Tank Bottom (IS 9964 Part 2 - Clause 8)

Key Specifications & Procedure:

  • Pneumatic Leak Test (Clause 8.3 & Appendix E):

    • Install air connections at at least 5 points under the tank bottom.
    • Build a dam of clay or bitumen-sand mixture ~20 cm high around the tank near the shell wall.
    • Maintain an air pressure of 10 cm water column beneath the tank bottom.
    • Fill space between dam and tank wall with fresh water to create a seal.
    • Apply soap suds on all joints to visually detect leaks.
  • Vacuum Box Test (Clause 8.1):

    • Used after repairs on bottom plates.
    • Detects leaks by visual examination.
    • Performed before surface coating and hydrotesting.

Pneumatic Test Setup (Appendix E):

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]

Important Notes:

  • Testing must be done immediately after welding repairs.
  • Ensure no surface coating or water filling before leak testing.
  • Rivet heads should be checked per Clause 7.5 (reject if head thickness/diameter < 50%).

This ensures early detection of leaks preventing costly failures.

9Inspection of Tank Shell

Inspection of Tank Shell as per IS 9964 Part 2 (1981)

Key Specifications & Tables

  • Ultrasonic Thickness Measurement (Appendix E, Clause 8.3):
    • Shell thickness measured externally (inside if insulated).
    • Welding efficiency, E = 0.95 (butt welded).
    • Minimum allowable thickness values are tabulated per shell course, e.g.:
CourseNominal Thickness (mm)Min Allowable Thickness (mm)Measured Thickness (mm)
16.543.3 - 4.5
51297 - 9
918.51414.3 - 16.1
  • Pneumatic Test Setup (Fig. 3, Appendix E):
    • Use U-tube pressure indicator and air supply line to check shell integrity.

Inspection Reporting (Appendix F & D)

  • Record shell thickness, welding type, and efficiency.
  • Note all observations and repairs executed on shell components (manholes, nozzles, ladders, insulation, etc.).
  • Maintain reports for future reference.

Recommended Practices

  • Use ultrasonic testing for shell thickness.
  • Follow rejection limits based on minimum allowable thickness.
  • Plan inspections using long-term and yearly planning sheets (Appendices B & C).

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.

10Inspection of Welded and Riveted Tanks

IS 9964 Part 2: Inspection of Welded and Riveted Tanks


Key Specifications & Tables

1. Ultrasonic Thickness Measurement (Clause 8.3, Appendix E)

  • Welded Joint Efficiency, E = 0.95
  • Shell thickness measurement from outside (inside if insulated).
  • Minimum allowable thickness based on original nominal thickness and steel grade (S=200 MPa).
CourseNominal Thickness (mm)Min. Allowable Thickness (mm)Measured Thickness (mm)
16.543.3 - 4.5
51297 - 9
918.51414.3 - 16.9

(Refer to Appendix E Table for detailed values)


2. Pneumatic Test Setup (Clause 8.3, Appendix E)

  • Use U-tube pressure indicator and air supply line.
  • Ensure space between bottom and base is monitored for deformation.
  • Test pressure and duration as per design and safety guidelines.

3. Inspection Reports & Planning

  • Appendix A (Clause 5.2): External inspection report format includes tank type, size, date, and recommendations.
  • Appendix B (Clause 6.1): Long-term internal inspection planning sheet (year-wise).
  • Appendix D (Clause 6.1): Detailed inspection and repair report including roof, shell, nozzles, insulation, and fittings.

Important Notes:

  • For riveted tanks (Clause 10.3), inspection focuses on rivet condition, corrosion, and joint tightness.
  • Ultrasonic thickness testing is critical for assessing corrosion and remaining life.
  • Pneumatic testing is preferred for leak detection without liquid.

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
11Inspection of Roof and Roof-Supporting Structures

Inspection of Roof and Roof-Supporting Structures (IS 9964 Part 2, Clause 11)

Key Points & Specifications:

  • Visual Inspection:

    • Usually done from tank bottom using binoculars.
    • For cone roofs, detailed inspection requires scaffolding and cutting a hole in the roof.
  • Measurement & Acceptance Criteria:

    • When corrosion/distortion is observed, measure thickness and dimensions.
    • Reject supporting members if material loss > 25%.
    • Examine welds and bolts for damage.
  • Roof Plate Condition & Repair:

    • If average thickness is above minimum and only scattered holes exist, patching is allowed.
    • Renewed plates must be tested per subsequent clauses.

Appendix G:

  • Provides a template for recording measurements on sag members, tie members, and main rafters.
  • These records must be filed with the inspection report.

Summary Table for Member Rejection Criteria

ParameterAcceptance Criteria
Material loss in members≤ 25% (Reject if exceeded)
Welds and boltsNo visible damage
Roof plate thicknessAbove minimum thickness
Holes in roof platesOnly scattered holes allowed

Inspection Flow (Mermaid Diagram)

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.

12Inspection of Tank Fittings

Inspection of Tank Fittings as per IS 9964 Part 2 (1981) includes:

Key Specifications & Tests:

  • Roof Drain (Clause 11.3.4):
    • Hydrostatic test at 3.5 kg/cm² gauge pressure
    • Check carefully for leakage

Inspection Reporting (Appendix A & D):

  • Use Atmospheric Tank Inspection Report including:

    • Tank No., Type (Cone/Floating/Welded/Insulated)
    • Diameter, Date of Inspection, Last Inspection
    • Condition & remarks on fittings such as nozzles, level indicators, roof water pipes, etc.
  • Tank Inspection & Repairs Report (Appendix D) covers:

    • Roof structure, ladders, vents, valves, manholes, nozzles, heating coils, insulation painting, etc.
    • Columns for Inspection Observations and Repairs Executed

Ultrasonic Thickness Measurement (Appendix F):

  • Shell thickness measured externally (or internally if insulated)
  • Minimum allowable thickness based on nominal thickness and steel grade (S=200 MPa, welding efficiency E=0.95)
  • Example thickness table (in mm):
CourseNominal ThicknessMin Allowable ThicknessMeasured Thickness
16.543.3 - 4.5
51297 - 10
918.51414.3 - 16.9

Pneumatic Test (Appendix E):

  • Use U-tube pressure indicator and air supply line
  • Observe space between bottom and base under air pressure to detect leaks

Summary Table: Inspection Tests for Tank Fittings

Fitting TypeTest/Inspection MethodCriteria/Pressure
Roof DrainHydrostatic test3.5 kg/cm² gauge pressure
Shell ThicknessUltrasonic thickness measurementMin allowable per table
Bottom/Base LeakPneumatic testObserve air gap formation

This structured inspection ensures tank fittings integrity and safety compliance per IS 9964 Part

13Inspection of Tank Foundation

Inspection of Tank Foundation per IS 9964 Part 2 (1981)

Key Formula for Maximum Allowable Sag (Clause 3.75)

[ f = \sqrt{(100 f_0)^2 + 3.75 D} ]

  • f = Maximum allowable sag in tank bottom (cm)
  • f₀ = Deflection at bottom center relative to bottom curb (cm), can be positive, zero, or negative
  • D = Diameter of tank (cm)

If sag exceeds f, stresses at the bottom-shell joint may become excessive. Remedy: lift tank and re-pack foundation.


Tilting Limits (Clause 3.75 & Fig. 2)

  • Maximum allowable tilting increases hoop stress by 2%.
  • Exceeding tilting limits requires lifting tank and re-leveling foundation.
  • Floating roofs may become inoperable before these limits.

Inspection Guidelines (Clauses 13.1 & 13.2)

  • Settlement: Inspect regularly for even/uneven settlement; continuous settlement signals subsoil weakness.
  • Erosion: Protect raised foundations with sand-bitumen sealing; repair damage promptly.
  • Remedial Actions: Jack up low parts and repack with clean sand or lift tank for foundation leveling.

Inspection Reporting (Appendix A & B)

  • Use Atmospheric Tank Inspection Report (Clause 5.2) to record:
    • Tank type, diameter, inspection dates
    • Foundation, nozzles, pipes, coatings status
  • Use Long-term Planning Sheet (Appendix B) for periodic internal inspections.

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

14Inspection of Tank Insulation

IS 9964 Part 2: Inspection of Tank Insulation - Key Points

  • Clause 14.1:

    • Inspect waterproof sealing of tank insulation annually and after rainy season.
    • Moisture ingress reduces insulation efficiency and causes hidden corrosion of tank plates.
    • If moisture is suspected, uncover a small plate area to check for corrosion.
  • Inspection Report (Appendix A, Clause 5.2):
    Use the Atmospheric Tank Inspection Report format including:

    • Tank No., Type (Cone/Floating/Welded/Insulated)
    • Date inspected, last inspection date
    • Size (Diameter)
    • Condition of bottom, foundation, nozzles, pipe connections, insulation, etc.
    • Recommendations
  • Planning Sheets (Appendices B & C):

    • Long-term and yearly planning sheets for internal and external inspections to schedule and record inspections systematically.
  • Inspection Observations & Repairs (Appendix D):

    • Detailed checklist for roof, shell, insulation, nozzles, valves, ladders, painting, and other components.
    • Record repairs executed and recommendations for next inspection.

Summary Table: Inspection Frequency & Actions

Inspection AspectFrequencyAction
Waterproof sealingAnnually & post-rainy seasonVisual check & uncover plate if moisture suspected
Corrosion checkIf moisture suspectedUncover and examine tank plate
Insulation conditionDuring inspectionNote damage, moisture ingress, paint condition
Report & RecommendationsAfter inspectionComplete inspection report & plan repairs

Important Formula for Tank Bottom Sag (Clause 3.75)

[ f = (100 f_0)^2 + 3.75 D ]

  • (f) = max allowable sag (cm)
  • (D) = tank diameter (cm)
  • (f_0) = deflection of bottom center (cm) relative to bottom curb

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
Appendix BLong Term Planning Sheet for Internal Tank Inspection

IS 9964 Part 2 – Long Term Planning Sheet for Internal Tank Inspection

Key Documents (Clause 6.1)

  • Appendix B: Long Term Planning Sheet (multi-year schedule)
  • Appendix C: Yearly Planning Sheet (detailed monthly plan)
  • Appendix D: Inspection & Repair Report format

Long Term Planning Sheet (Appendix B)

Tank No.TypeDimensions (DXH)Previous Inspection YearYear 1Year 2...Year NRemarks
e.g. 101Cone30m x 10m2019YesNo...YesNotes
  • DXH: Diameter (D) and Height (H) in meters.
  • Tracks inspection years and schedules future inspections.
  • Helps plan internal inspections over long periods (e.g., 10 years).

Inspection & Repair Report (Appendix D)

ComponentInspection ObservationsRepairs Executed
Roof (Fixed/Floating)
Ladder hinges
Suction & inlet devices
Nozzles
Insulation painting
...
  • Detailed checklist for all tank components.
  • Records condition and maintenance actions.
  • Includes recommended date for next inspection.

Ultrasonic Thickness Measurement (Appendix F)

CourseNominal Thickness (mm)Minimum Allowable (mm)Measured Thickness (mm)
16.544.5
28.156.1
............
  • Used to monitor corrosion and thinning.
  • Measurements mostly external; internal if insulated.

Summary

  • Use Appendix B for multi-year inspection planning.
  • Use Appendix C for detailed monthly scheduling.
  • Use Appendix D for documenting inspection results and repairs.
  • Ultrasonic thickness checks to
Appendix CYearly Planning Sheet for Internal Tank Inspection

IS 9964 Part 2 (1981) — Yearly Planning Sheet for Internal Tank Inspection

Key Documents (Clause 6.1)

  • Appendix B: Long-term planning sheet for internal inspections.
  • Appendix C: Yearly planning sheet (typical example).
  • Appendix D: Report format for tank inspections and repairs.

Yearly Planning Sheet (Appendix C)

  • Columns include:
    • Tank No., Type, Dimensions (Diameter DX, Height H)
    • Product stored
    • Monthly inspection schedule (Jan to Dec)
    • Remarks for each tank
Tank No.TypeDX (m)H (m)ProductJanFeb...DecRemarks
1Cone1510Crude Oil-
..............................

Inspection Frequency (Clause 4.3)

Tank TypeProductUltrasonic Wall Thickness (External)Internal Inspection Frequency
Floating Roof TanksCrude oil, Gasoline, etc.Every 5 yearsEvery 5 years
Cone Roof TanksAcid, Leaded gasoline, Fuel oilEvery 5 yearsEvery 5-10 years (varies by product)

Inspection & Repair Report (Appendix D)

  • Details to record:
    • Inspection date, year of construction, previous inspections
    • Type of inspection (internal/external)
    • Observations & repairs on components like roof, nozzles, insulation, ladders, valves, etc.
    • Recommended next inspection date and expected repairs

Summary

  • Use Appendix C yearly planning sheet for scheduling internal inspections.
  • Follow frequencies in Clause 4.3 based on tank type and product.
  • Document findings and repairs as per Appendix D.

flowchart TD
    A[Start: Tank Inventory] --> B[Fill Yearly Planning Sheet (Appx C)]
    B

Popular Questions About IS 9964 Part 2

?What factors determine the frequency of petroleum storage tank inspections under IS 9964 Part 2?

Frequency of Petroleum Storage Tank Inspections (IS 9964 Part 2)

Inspection frequency depends on these key factors (Clause 4.1):

  • Nature of stored material (corrosiveness, volatility)
  • Visual maintenance check results
  • Corrosion rates and corrosion allowance
  • Conditions observed in previous inspections
  • Construction and repair methods/materials
  • Tank location (acidic atmospheres, isolated or high-risk areas)

Recommended inspection intervals (Clause 4.3 Table 4):

Product & Tank TypeUltrasonic External InspectionInternal Inspection (if not opened for other reasons)
Floating Roof Tanks (e.g., Crude oil, Gasoline)Every 5 yearsEvery 5-6 years
Cone Roof Tanks (e.g., Acid, Fuel oil)Every 5 yearsEvery 5-10 years depending on product
Caustic, Naphtha, Waxy distillateEvery 5 yearsEvery 7-10 years

Additional Notes:

  • Corrosion rate varies with product and environment (Clause 4.2).
  • On-stream inspections help monitor corrosion and decide internal inspection timing.
  • Internal inspections are triggered by service history or repair needs.
Loading diagram...

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.

?Which inspection methods are recommended for detecting corrosion and leaks in storage tanks?

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):

    • Spot Vacuum Box Test: For tank bottom plate welds to detect leaks.
    • Dye Penetration Test: For shell-to-bottom plate welds to reveal surface cracks or corrosion.
  • Inspection Frequency Factors (Clause 4.1):

    • Nature of stored material
    • Previous inspection results
    • Corrosion rate and allowance
    • Construction and repair methods
    • Environmental conditions

Summary Diagram:

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This approach ensures early detection, safety, and cost-effective maintenance.

?How should uneven settlement and tilting of tank foundations be assessed and managed?

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):

    • Formation of undrainable pockets causing corrosion.
    • Structural distortion leading to leaks, calibration errors, or floating roof jamming.
  • Tolerance Limits:

    • Max 10 mm unevenness per 10 m perimeter length.
    • Max 25 mm unevenness across tank diameter.
    • Maximum sag in tank bottom calculated per IS 9964 formula (see Clause 13.2.4(c)).
  • Remedial Measures:

    • For minor settlement (<25 mm): Provide drainage channels in sand-bitumen sealing coat.
    • For settlement >25 mm: Trim foundation surface and reapply 50 mm sand-bitumen sealing coat.
    • For major settlement: Lift tank and rebuild foundation (Clause 13.2.3).

Sagging Limit Formula (Clause 13.2.4(c))

[ \text{Maximum sag} = \frac{D^2}{4000} ] Where:

  • (D) = Tank diameter (mm)
  • Sag in mm

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Summary: Monitor settlement closely; maintain within specified unevenness limits; provide drainage for minor settlement; reconstruct foundation for major settlement.

?What are the criteria for rejecting or repairing tank shell plates and rivets?

Criteria for Rejecting or Repairing Tank Shell Plates and Rivets (IS 9964 Part 2):

  • Rivets (Clause 7.5):

    • Check rivet heads for thickness & diameter.
    • Reject rivets if head dimensions are reduced to ~50% of original size.
  • Shell Plates (Clauses 10.3.1 & 10.5.1):

    • Rejection limits depend on shell plate thickness and joint efficiency (see table below).
    • Buckling may occur before thickness reaches rejection limits, especially in the upper half of the tank where plates are thinner.
    • Shell plates showing buckling or corrosion beyond limits must be repaired or replaced.
    • Tank should be fully liquid-filled during inspection to apply rejection criteria.
Joint TypeThicknessJoint Efficiency (%)
Single lap16 mm59.3
Double lap16 mm73
3-fold lap20 mm73.3
4-fold butt20 mm87
5-fold butt22-28 mm90.12 - 91.25

Summary:

  • Reject rivets if head size < 50% original.
  • Reject/repair shell plates if thickness below limits or buckled (especially upper shell).
  • Use joint efficiency factors to assess shell plate condition.
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?How is ultrasonic thickness measurement applied for monitoring tank integrity?

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):

    • Measure thickness over 2 plates width on opposite shell sides.
    • If thickness nears minimum allowable (from Clause 10), check entire course.
    • Reject entire course if thickness < allowable over entire surface; renew only affected plates if localized.
    • Consider renewing plates marginally above limit if expected to degrade before next inspection.
  • Bottom Measurement (Clauses 7.2 & 7.3):

    • If minor pitting: 10 ultrasonic checks (center, periphery, middle).
    • If serious pitting or scale: full grid measurement at 1m spacing after cleaning.
  • Measurement Notes:

    • Measure from outside unless tank is insulated (then inside).
    • Document exact measurement locations for future reference.

Summary Table: Shell Thickness Monitoring

ParameterDetails
Measurement Width2 plates on opposite shell sides
Action ThresholdThickness close to minimum allowable (Clause 10)
Full Course CheckIf near limit or localized thinning detected
Plate Renewal CriteriaPlates 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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