To familiarize workforce with ongoing Hydro Testing, Pneumatic Strength Testing, Line Blowing & Filling activities:
Hydro & Pneumatic Strength Testing, Line Blowing, Filling
- All pressure and leak testing must be competed accordance with the Procedure and Safe Work Method.
- Formal records of pressure and leak testing are maintained and kept.
- Work carried out by only qualified and experienced persons.
The person in Charge – Responsibilities:
- All equipment, plant, and devices used for pressure and leak testing are properly rated, adequate calibrated, maintained and checked.
- Arrange spill storage.
- PTW precautions are followed.
- Barricade the testing area to control unauthorized entry.
- All personnel should be communicating about starting these activities preferably through the PA system.
- Only essential personnel are allowed access to the test area, and then only after pressure has been held for a reasonable period.
Types of Pressure and Leak Testing:
- Standard Pressure Test (Strength Test) – applied either during project construction or later during the operational phase.
- Leak (Pressure) Testing – usually hydraulic, are performed to prove the pressure tightness of joints, glands, and seats, etc., whenever the integrity of containment is broken, either at hook-up/commissioning or post-operations phase.
- Service Leak Testing – usually using service fluid, the testing method for leaks during the post-operation phase on low-pressure systems.
- Pneumatic Leak Tests – using inert gas, predominantly on gas producing and on some onshore sites during commissioning and post-operation phases, prior to the introduction of hydrocarbons.
- Gross (Preliminary) Air Leak Tests – using instrument air up to max. of 8 bar, at hook-up/commissioning as a means of identifying large leaks, prior to performing the standard pressure tests.
- Hydraulic – water is preferred test liquid.
- Pneumatic – shall only be permitted if authorized in writing by the Site Manager or his delegate.
Activity Requirements / Guidelines:
- As possible so to minimize the stored energy.
- Materials of construction should have the required ductility (flexibility).
- Ensure risk assessment carried out.
- Check that any attachments unable to withstand the test pressure must be removed.
- Blanking devices (spades blinds etc.) shall confirm the required equipment specification.
- Safety valves to be fitted when the pressurizing medium pressure Single, continuous pressure envelope is the preferable method.
- The Responsible Engineer should authorize tests above normal working pressure.
- Persons supervising pressure/leak tests must be trained, competent and qualified.
- Effective communication should be established.
- Access to the test area must be limited to essential personnel only – barriers, warning signs, PA announcement, patrolling the test boundaries.
- Testing should be carried out under PTW, which is required for each test or at least test package for the same location.
- Pressuring equipment shall be provided with suitably calibrated pressure control/regulator devices.
- These devices should be clearly visible to the person controlling the pressure.
- Pressuring equipment should not be left unattended at any time during the test.
- When the test pressure has been reached, the pressuring equipment shall be isolated from the equipment under test and where performable disconnected.
- The pressuring valve should be locked in a closed position.
- Ensure the equipment tested by the competent person, prior to testing.
- The volume of equipment under test should be kept as small is greater than the test pressure.
- Slowly-slowly pressure increase.
- Consideration to be given for the change of ambient temperature, e.g. thermal expansion of liquids in a closed system.
- Pressure monitoring to be conducted in any adjacent systems that are not positively isolated.
- Close examination of equipment at above maximum allowable working pressure shall not take place until the pressure has been held for 30 min.
- If an inspection is required within the hold period, then pressure should be reduced to 80% of the test figure.
Hydro & Pneumatic Strength Testing What to Look for:
- Test Pack for line/eqpt. QC complete
- Supervisor & Engineer in place.
- Equipment tested and calibrated (QC reviewed)
- PTW Issued and posted with the M/S (incl. SWMS) at the workplace
- Trained & Competent personnel.
- Toolbox Talk conducted.
- No adjustment whilst under pressure.
- Safe evacuation of test liquids/gases.
- Barriers & Signs in place (agreed distance).
- Patrols around the barrier areas.
- Ensure proper Anchoring arrangements.
- Excavation Entry Gas Test & Checklist.
PRESSURE TESTING :
- The correct level of safety devices.
- wear face shields during pneumatic testing.
Responsible testing personnel:
- Attend the system at all times.
- Continuously supervision.
Pressure testing equipment:
- Fully operational,
- Regularly maintained,
- Warning signs and barriers,
- Caution tags to identify equipment and lines under test,
- Maintain safe distance.
Mechanical isolation used for gas, liquid or vapor:
- Pneumatic testing and very high-pressure hydro testing – conducted when the main test area is free of personnel.
- Very high-pressure hydro testing – use the testing manifold and testing apparatus No alterations or modification permitted without Piping Production Engineer’s approval.
If there is the failure during the testing:
- Immediately pressure depressurizes.
- Vent valves will open after pressure release.
- find out Cause of failure and rectified.
In the event of a failure during the pressure test, the system will be immediately depressurized by cracking the vent on the test pump manifold. After the pressure has been released, the vent valves shall be opened. The cause of failure shall be determined and rectified before any further pressure testing is undertaken.
INCIDENT DURING AN HYDRO-TEST OPERATION
OF A 32″ INCH ONSHORE PIPE
Event Description: During a hydro test operation of a 32″ inch onshore pipeline for gas transportation (not Included in any Sampan scope of work), a section of the pipe burst (see picture 1). The test a Pressure was more than 330 bars. The involved section was a bent pipe. Witnesses reported That the water coming out of the rupture hit a small pile of earth and rocks, projecting the Rocks about 50 meters away at a very high speed. No people were in the area during the burst, But some hydro test technicians and engineers had just left the area after having checked the Instrumental data.
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