1.hydrostatic test and flushing(r2)

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  • 8/2/2019 1.Hydrostatic Test and Flushing(R2)

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    YANBU II POWER & WATER PROJECT

    PACKAGE: 3

    Hydrostatic Test and FlushingProcedure for Piping

    Document No. :Revision :Date of Issue :

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    YANBU II POWER &WATER PROJECT

    Contract PO No.: Hydrostatic Test andFlushing

    Procedure for Piping

    Date of Issue:

    Doc No. : Page 2 of 19

    Rev No. :

    METHOD STATEMENT FOR SPOOL FABRICATION OF STEEL PIPING

    Document No. :

    Project Name : YANBU II POWER & WATER PROJECT

    Contract No. :

    Client :

    EPIC CONTRACTOR

    Rev Date Description Prepared by Reviewed by Approved by

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    YANBU II POWER &WATER PROJECT

    Contract PO No.: Hydrostatic Test and FlushingProcedure for Piping

    Date of Issue:

    Doc No. : Page 3 of 19

    Rev No. :

    Plant : Document No. : Rev.

    Title :

    Hydrostatic Test and Flushing

    Procedure for Piping

    REV. DATE DESCRIPTION BY CHK APP

    Project :

    Project Co. :

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    YANBU II POWER &WATER PROJECT

    Contract PO No.: Hydrostatic Test and FlushingProcedure for Piping

    Date of Issue:

    Doc No. : Page 4 of 19

    Rev No. :

    EPC Contractor :

    CONTENTS

    SECTION PAGE1.0 SCOPE3

    2.0 REFERENCES3

    3.0 EXCLUSIONS3

    4.0 INSPECTION ....4

    5.0 PRESSTRE TEST..4

    5.1 General4

    5.2 Extent of Testing.4

    5.3 Test Preparation..5

    5.4 Test Fluid and Test Pressure..6

    5.5 Test Procedure.. 7

    5.6 Completion of Testing.. 7

    5.7 Test Records. 8

    6.0 FLUSHING.... 9

    Appendix 1 Cleanliness Requirements for Internal of Piping 12

    Attachment #1 Piping Line Final Certificate & Pressure Test Certificate (Fuel Gas Line)... 15

    Attachment #2 Legend for Pressure Test ... 16

    Attachment #3 Standard Detail for Pressure Test... 17

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    YANBU II POWER &WATER PROJECT

    Contract PO No.: Hydrostatic Test and FlushingProcedure for Piping

    Date of Issue:

    Doc No. : Page 5 of 19

    Rev No. :

    1.0 SCOPE

    This procedure covers the general requirements for flushing and pressure testing of piping systems to be

    used for YANBU II POWER & WATER PROJECT. This procedure shall be used in conjunction with

    the pressure test flow diagrams line list contained test blind locations, test legends, test pressure, test

    fluids, and other pertinent information.

    2.0 References

    2.1 Relevant Documents

    Unless otherwise specified, all reference documents, code and practices shall be taken in their latest

    edition

    - Design Criteria for Piping

    - Piping Material Specification

    - Piping Construction Specification

    - ASME B31.1 Power Piping

    3.0 EXCLUSIONS

    The following piping accessories and equipments shall be excluded or isolated from pressure testing of

    piping, but not limited to ;

    1) Rotating machinery, pumps, compressors, etc.

    2) Filter elements of strainers.

    3) Pressure relieving devices such as rupture discs and pressure relief valves.

    4) Pressure Vessels and Heat Exchangers.

    5) All instruments, including level controllers and gauge glasses.

    6) Pressure gauges.

    7) Expansion joints.

    8) Orifice plates.

    9) Flow nozzles.

    10) Pressure control valves.

    11) Deluge nozzles.

    12) Any other piping or equipments designated by Company (packaged units /

    Equipments shall be isolated or by-passed as required)

    4.0 INSPECTION

    After completion of fabrication and erection, and prior to hydrostatic/pneumatic testing, the

    piping system shall be inspected to ensure that:

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    Contract PO No.: Hydrostatic Test and FlushingProcedure for Piping

    Date of Issue:

    Doc No. : Page 6 of 19

    Rev No. :

    Proper piping material has been used.

    Piping has been erected as per drawings

    All supports have been installed properly

    5.0 PRESSURE TEST

    5.1 General

    The test pressure shall, unless otherwise specified, be in accordance with ASME B3 1.1 Section 137 or this procedure.

    5.2 Extent of Testing

    With the exclusion of instrumentation, piping systems assembled in the field shall be pressure tested.

    1) To facilitate the testing of piping systems, vessels and other equipments shall be included in the system if the

    test pressure specified is equal to or less than that for the vessels and other equipments.

    2) Pumps, compressors and other rotating equipment shall not be subjected to field pressure test.

    3) Lines which are directly open to atmosphere such as vents, drains, safety valves discharge should not be

    tested, but all joints shall be visually inspected

    4) However, such lines if provided with block valve shall be pressure tested up to the first block valve.

    5) Seats of all valves shall not be subjected to a pressure in excess of the maximum cold working pressure of the

    valve. Test pressure applied to valves shall not be greater than the manufacturers recommendation nor less

    than that required by the applicable code. Where allowable seat pressure is less than test pressure, test shall

    be made through an open valve.

    6) Instruments in the system to be tested shall be excluded from the test by isolation or removals.

    7) Restrictions which interfere with filling, venting and draining such as orifice plates etc. shall not be installed

    unless testing is completed.

    8) Control valves shall not be included in the test system. Where bypasses are provided, test shall be performed

    through the bypass.

    9) Pressure gauges which are parts of the finished system, but cannot withstand test pressure, shall not be

    installed until the system has been tested. Where piping systems to be tested are directly connected at the

    battery limits to piping for which the responsibili ty rests with other agencies, the piping to be tested shall be

    isolated from such piping by physical disconnection such as valve or blinds.

    5.3 Preparation for testing

    1) Prior to commencing Testing, QM shall verify with the Company's representative that all required non-

    destructive testing (NDT) such as radiography, ultrasonic, post-weld heat-treating, etc., has been completed.

    2) Piping to be tested shall be barricaded as precautionary measure in the event of piping system rupture to

    eliminate hazards to personnel in the proximity of lines being tested.

    3) Test shall be carried out with permanent gaskets installed unless specified otherwise.

    4) All piping systems to be hydrostatically tested shall be vented at the high points and the systems purged of air

    before the test pressure is applied.

    5) All piping field joints and welds shall be left UN insulated, exposed and primer coated for examinationduring the test.

    6) Pressure gauges used in testing shall be installed as close as possible to the lowest point in the piping system

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    Contract PO No.: Hydrostatic Test and FlushingProcedure for Piping

    Date of Issue:

    Doc No. : Page 7 of 19

    Rev No. :

    to be tested, to avoid overstressing of any of the lower portions of the system. For longer lines and vertical

    lines, two or more pressure gauges shall be installed at locations decided by the Engineer-in-Charge.

    7) For lines containing check valves, any of the following alternatives shall be adopted for pressure testing.

    8) Where possible, pressurize up-stream side of valve. If this impractical, the check valve shall be reversed or

    provide blind on valve flanges and test the upstream and downstream of the line separately and remove the

    blind after testing. At these flanges, temporary gaskets shall be provided during testing and shall be replaced

    by permanent gaskets subsequently.

    9) Piping which is spring or counter-weight supported shall be temporarily supported, where the weight of the

    fluid would overload the support. Retaining pins for spring supports shall be removed only after testing is

    completed and test fluid is completely drained.

    10) When testing any piping system, air of approximately 2 bars may be used as preliminary test to detect missing

    gaskets etc. as this avoids the necessity of draining the line to make repairs.

    11) All piping shall be adequately supported before the pressure test. Spring or other variable type Supports shall

    be locked to prevent movement.

    12) Piping containing check valves shall have the source of test pressure on the upstream side or removed

    clappers.

    13) All in line valves including ball valves shall be pressure tested in the half open position. Other valves shall

    be tested in the fully open position. But, all control valves shall be removed prior to testing. Care must be taken

    not to damage valve soft seats.

    14) Piping and equipment may be insulated before testing, but all circumferential welding joints shall be left UN

    insulated until suitable test acceptance by Company.15) Hydro testing shall be performed via a manifold. The test pump shall be isolatable from the system with its

    own pressure gauge. Valves, hoses used in tests shall be suitable rated (use rating of max. test on line list

    throughout to avoid any confusion)

    5.4 Test Fluid and Test Pressure

    5.4.1. Test Fluid

    1) In general all pressure tests shall be hydrostatic using plant water or raw water which is clean and free of silt.

    Maximum chlorine content in water for hydrostatic testing for stainless piping shall be 50ppm.

    2) Air shall be used for testing if water would cause corrosion of the system or overloading of supports etc.

    Instrument air, service air, cooling air, Co2/N2/H2, fuel gas/oil, LP steam and GT bleed air piping shall be

    pneumatically tested.

    3) For pneumatic testing, the test media shall be nonflammable or nontoxic. The use of air for testing shall be

    limited to a maximum pressure of 8.0 bars and in case only nitrogen gas for testing shall be limited to a

    maximum pressure of 100 bars.

    5.4.2. Test Pressure

    The hydrostatic/pneumatic test pressure shall be as indicated in the line list or test package.

    5.4.3. Hydrostatic Test Pressure

    1) The hydrostatic test pressure at any point in the piping system shall not be less than

    1.5 times the design pressure, but shall not exceed the maximum allowable test pressure of anyno isolated components such as vessel, pumps, or valves, nor shall it exceed the limits imposed

    by Para. 102.3.3(B) of B31.1.

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    YANBU II POWER &WATER PROJECT

    Contract PO No.: Hydrostatic Test and FlushingProcedure for Piping

    Date of Issue:

    Doc No. : Page 8 of 19

    Rev No. :

    2) The pressure shall be continuously maintained for a minimum time of 10 minutes

    and may then be reduced to the design pressure and held for such time as may be necessary to

    conduct the examination for leakage.

    5.4.4. Pneumatic test pressure

    1) The pneumatic test pressure shall not be less than 1.2 or more than 1.5 times the design pressure of the piping

    system. The test pressure shall not exceed the maximum allowable test pressure of any non-isolated

    components such as vessels, pumps, or valves, in the system.

    2) For firefighting system, the piping shall be pneumatically tested in closed circuit for a period of 10 min. at 40

    psi (276 kpa). At the end of 10 min. the pressure drop shall not exceed 20% of the test pressure (Para

    7.7.2.2.12 of NFPA 2001- 2008 edition)

    3) The pressure in the system shall gradually be increased to not more than one-half of the test pressure, after

    which the pressure shall be increased in steps of approximately one-tenth of the test pressure until the required

    test pressure has been reached.

    4) The pressure shall be continuously maintained for a minimum time of 10 minutes and shall then be reduced to

    the design pressure and held for such time as may be necessary to conduct the examination for the leakage.

    5.4.5. Test pressure Gauge

    1) All gauges used for field testing shall have suitable range so that the test pressure of the various systems falls

    in 35% to 65% of gauge scale range. Gauge shall have accuracy of at least 1 % of full scale.

    2) Prior to the start of any test or periodically during the field test program, all test gauges shall be calibrated

    using a standard dead weight gauge tester or other suitable testing apparatus and test certificate shall beavailable.

    3) A minimum two pressure gauges are required for the test system. One pressure gauge shall be on the test

    pump and the other on the test system.

    5.5 Test Procedure

    5.5.1. Hydrostatic Test

    1) All vents and other connections used as vents shall be left open while filling the line with test fluid for

    complete removal of air. In all lines for pressurizing and depressurizing the system, temporary isolating valves

    shall be provided if valve, vents, drains do not exist in the system.

    2) Pressure shall be applied by means of a suitable test pump or other pressure source which shall be isolated

    from the system as soon as test pressure is reached and stabilized in the system.

    3) The pump shall be attended constantly during the test by an authorized person. The pump shall be isolated

    from the system whenever the pump is to be left unattended.

    4) Test pressure shall be maintained for a sufficient length of time to permit thorough inspection of all joints for

    leakage or signs of failure. Any joint found leaking during a pressure test shall be retested to the specified

    pressure after repair. The pressure shall be continuously maintained for a minimum time of 10 minutes.

    5) The pump and the piping system to be tested are to be provided with separate pressure indicating test gauges.

    These gauges are to be checked by the standard test gauge before each pressure test.

    6) Care shall be taken to avoid increase in the pressure due to temperature variation during the test, if pressure

    rise, some quantities should be drained to maintain the pressure level. .

    7) Gradual increase in pressure required for GRP/GRE piping as per vendor recommendations. Sudden pressure

    surges or water hammer should be avoided. Test pressure will be 1.5 x Design pressure as shown in line list.

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    Contract PO No.: Hydrostatic Test and FlushingProcedure for Piping

    Date of Issue:

    Doc No. : Page 9 of 19

    Rev No. :

    The test pressure will be held for minimum 10 minute.

    8) For pressure tests greater than 2,900 psi (200 bar = 204 kg/cm2 ), the pressure build up shall be as follows

    25%, 75% test pressure in stage allowing a period of 5 minutes at each stage in order to permit system to

    stabilize.

    5.5.2 Pneumatic Test

    1) When testing with air, pressure shall be supplied by means of a compressor with a

    receiver, after cooler and oil separator.

    2) Piping to be tested by air shall have joints covered with a soap and water solution so that

    the joints can be examined for leaks.

    3) All other details shall be same as per hydro testing procedure (specified above).

    5.6 Completion of Testing

    1) After the hydrostatic test has been completed, pressure shall be released in the highest vent point in a manner

    and at a rate so as not to endanger personnel or damage equipment.

    2) All vents and drains shall be opened before the system is to be drained and shall remain open till all draining

    is complete, so as to prevent formation of vacuum in the system. After draining, lines/systems shall be dried

    by air.

    3) After testing is completed, the test blinds shall be removed and equipment/piping isolated during testing shallbe connected using the specified gaskets, bolts and nuts.

    4) Items that were removed from test shall be reinstalled.

    5) Pressure test shall be considered complete after approved by the Owner. Defects, if any, noticed during

    testing, shall be rectified immediately.

    5.7 Test Records

    Test records shall be prepared and submitted by the inspector for each piping system for the

    pressure test done in a defined format.

    6.0 FLUSHING

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    Contract PO No.: Hydrostatic Test and FlushingProcedure for Piping

    Date of Issue:

    Doc No. : Page 10 of 19

    Rev No. :

    6.1 The flushing shall be carried out after pressure testing. But in case water flushing shall be carried

    out after pressure testing. Pipe work shall be free from dirt, grease or temporary protective

    coatings, e.g. tape, at all joints including welded attachments.

    6.2 The flushing shall be proceeded to expedite the progress even though the document review (like NDE review) was

    not done. Any outstanding repairs will require re flushing, unless specifically approved otherwise.

    6.3 All flushing activities must be witnessed by Companies Representative and Contractor QC inspector.

    The Cleanliness of flushed pipe work must be to the satisfaction of Companies Representative.

    6.4 Preparation and Procedure

    1) Generally the flushing medium shall be plant water, raw water, steam or compressed air and

    seawater for GRP/GRE lines. In cases where water flushing is not desirable in the piping system (e.g.

    instrument air etc.), flushing by compressed air shall be carried out.

    2) For air flushing, the pipe line/system will be pressurized by compressed air to the maximum

    pressure of 50 psig or up to design pressure whichever is lower. The pressure shall then be released by

    quick opening of a valve, already in line or installed temporarily for this purpose. This procedure shall be

    repeated as required till the inside of the pipe is cleaned to the cleanliness levels of particular piping

    system as indicated in Appendix 1 of this document. Caution: small bore pipe work which is safety

    hazard shall require personnel barriers.

    3) The cleaning fluid shall not flow through vessels, pumps and other rotating equipment whichare already cleaned and preserved by respective vendor. The pipe line shall be disconnected and blanked

    off before flushing/blowing.

    4) Pumps and other rotating equipment designed with tight clearances as well as some control

    valves and in-line instruments like orifice plates, Rota meters, and safety valves etc. which may interfere

    or be damaged by flushing (water, steam or compressed air) shall be removed, blocked off or isolated.

    5) All in line valves such as Butterfly valve, Gate valve, Ball valve (equal or less than 4),

    Globe valve and DBB valves shall be flushed in fully open position. But, other valves such as Control

    valves, Flange type Check valves shall be removed or bypassed.

    6) All instrument impulse pipe work shall be disconnected prior to flushing and shall remain

    disconnected during pressure test.

    7) All check valves larger than 2.5 shall be removed for duration of flushing.8) The screens/meshes shall be removed from all strainers before flushing. Screens/meshes

    shall be reinstalled after flushing but before testing.

    9) The contractor shall carry out all the activities required before, during and after the flushing

    operation as per flushing requirements, such as removal of valves, special items, distance pieces, inline

    instruments and any other piping part before flushing. The flanges shall be disengaged andprovided with

    temporary gaskets at the time of flushing. Refer to P&IDs and piping isometric drawings.

    10) After flushing is completed, the valve, distance pieces, piping specials etc. shall be

    reinstalled by the contractor with permanent gaskets. However, flanges at equipment nozzles and other

    places where isolation is required during testing, only temporary gaskets shall be provided. A proper

    record by marking on the P&IDs and the isometric drawings shall be maintained.

    11) The cleanliness shall be verified visually or if required by other appropriate method

    specified

    12) In case the piping system cannot be taken into commissioning directly after Pressure Testing

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    Contract PO No.: Hydrostatic Test and FlushingProcedure for Piping

    Date of Issue:

    Doc No. : Page 11 of 19

    Rev No. :

    such as feed water, main stream and fuel gas piping. The piping shall be dried prior to introducing

    nitrogen and preserved with nitrogen.

    13) All opening in cleaned system shall be sealed with cap, plug or blind plate.

    14) The system shall be pressurized with nitrogen up to 0.3 kg./cm2 and maintained with the

    pressure between 0.2 kg/cm2 and 0.3 kg/cm2 by adding nitrogen.

    15) Records shall be prepared by the inspector of the Contractor and submitted to the Owners

    representative to sign acceptance of cleanliness, if the Owners representatives want to review it.

    6.5 Steam Blowing

    Follow the document of Steam Blowing out Procedure: will be informed later.

    6.6 Air Blowing

    1) This method should be used as a cleaning method for fuel gas, fuel oil, instrument/service air and N2/Co2/H2

    gas lines and feed water line. Two main methods of air blowing shall be used depending on the diameter of

    the lines, the quantity of fluid to be used and the time needed to fill in the system at the desired pressure.

    2) Practically, continuous air blowing may be used up to NPS 6 pipe, the quick decompression method for

    pipes over NPS 6.

    3) Air is continuously blown from a source (Air compressor of a large capacity) at a high velocity through the

    lines to carry away the foreign matters. Due to high velocity of the air, a light erosion of the walls generally

    can occur during the air blowing, which is beneficial with regards to cleaning. Blowing of galvanized steel

    pipe shall be mild so as not to affect the galvanized coating.

    4) Quick decompression

    5) A pipe network is pressurized by compressed air up to a maximum pressure of 50 psig or up to design

    pressure whichever is lower. The pressure shall then be released by quick opening of valve, already in line or

    installed temporarily for this purpose. The quick decompression causes a high velocity of air flow in the pipes,

    thus removing foreign matters and performing a light erosion on the walls which eliminates rust.

    6) For some operations, oil free air/dried air might be needed.

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    Contract PO No.: Hydrostatic Test and FlushingProcedure for Piping

    Date of Issue:

    Doc No. : Page 12 of 19

    Rev No. :

    Fluid

    Code

    System

    Description

    Flushing/BlowingFluid

    Chemical

    Cleaning

    Cleanliness Class (SeeNote A,B,C,D)

    Remarks

    FG Fuel Gas Air/N2 No 450 mg/m2 Note C

    HS High Pressure

    Steam

    Steam No or Yes As per Steam Blowing

    Procedure

    HR Hot Re-heater

    Steam

    Steam No or Yes As per Steam Blowing

    Procedure

    CR Cold Re-heater

    Steam

    Steam No or Yes As per Steam BlowingProcedure

    LS Low Pressure

    Steam

    Air or Steam No

    GS Sealing Steam Air or Steam No

    LO Lube Oil Oil No

    FO Fuel Oil Water or Air No

    FW Feed Water Water No C

    CN Condensate Water No C

    SM Sampling Water or Air No C

    CF Chemical Feed Water or Air No C

    MWMark-up Water

    Water No C

    CC Closed CoolingWater

    Water No C

    DW De-mineralized

    Water

    Water or Air No C

    TW Permeate Water Water or Air No C

    SA Service Air Air No 250mg/m2 Note C

    CA Cooling &Sealing Air

    Air No250mg/m2

    Note C

    IA Instrument Air Air No 250mg/m2 Note C

    NG N2 Gas Air No 250mg/m2 Note C

    CS Co2 Gas Air No 80mg/m2 Note C

    HY H2 Gas Air No 80mg/m2 Note C

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    Date of Issue:

    Doc No. : Page 13 of 19

    Rev No. :

    6.7 Water Flushing

    1) Closed Cooling water piping systems shall be flushed with a circulation of water at velocities greater than

    those in services fluid but at a minimum velocity of 1.5 m/sec through the pipe.

    2) Chloride content in water for flushing of stainless piping shall be 50 ppm maximum.

    6.8 Cleanliness Criteria

    1) The degree of cleanliness required of components and systems is in relationship with the function of the

    particular component or system after construction.Four classes of cleanliness are provided in this document. Ifno cleanliness class is specified, internal surfaces shall meet the requirements for class D cleanliness as a

    minimum.

    2) Cleanliness class and criteria for specific system are indicated in Appendix 1 in this document.

    Appendix 1- Cleanliness Requirements for Internal of Piping

    Fluid

    Code

    System

    Description

    Flushing/Blowing

    Fluid

    Chemical

    Cleaning

    Cleanliness Class

    (See

    Note A,B,C,D)

    Remarks

    SW Service Water Water No D

    PW Potable Water Water No C

    WO Oily Waste

    Water

    N/A No

    WW Waste Water Water No D

    WS Sewage N/A No

    FF Fire Water Water No D

    RW Raw Water N/A No

    XF Vent N/A No

    ZZ Drain N/A No

    Note

    A. Cleanliness to be verified by visual inspection unless specific requirement is described.

    B. Vent and drain piping is excluded from the requirements of this specification,

    unless otherwise specified.

    C. Cleanliness verification for the fuel gas line and other lines require air blowing

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    Contract PO No.: Hydrostatic Test and FlushingProcedure for Piping

    Date of Issue:

    Doc No. : Page 14 of 19

    Rev No. :

    should be as per recommendation.

    After internal surfaces have been cleaned and dried, dry smear samples shall be takenfrom representative surfaces of the piping and verified clean to the mg/m2 levelsspecified in the above table.

    This verification can be by the optical comparison method of Figure 6 orthe reflectance meter method or equivalent method.

    D. Cleanliness class and criteriaClass A

    A very high level of cleanliness there is no evidence of contamination of the surface, eitherunder visual examination, with or without magnification, or with the aid of sensitive detectionmethods.

    Class A cleanliness is applied to special systems and/or components such as delicate instruments and

    other close tolerance or carefully controlled surfaces or assemblies. Such systems or components should

    receive their required level of cleanliness at the point of manufacture and cleanliness must be maintained

    at the construction site.

    Normally any required site cleanliness inspection and/or re-cleaning should only be performed by

    suppliers representatives or under the suppliers supervision.

    Class BA high level of cleanliness meets the following guidelines.If flushing is the only practical means for

    evaluating the cleanliness of internal surfaces, a 20 mesh (850micrometer, ASTM E- 11, Specification for

    Wire Cloth and Sieves for Testing Purposes) or finer filter, or the equivalent, shall be installed in the system

    or component flushed with water. The system or component shall be flushed at the required velocity until

    the screen shows no more than a slight speckling and no more than a slight rust staining. There shall be no

    particles larger than 0.8mm by 1.6mm long. In water flushed systems, there shall be no visual evidence of

    contamination such as oil or discoloration in the effluent flush water.

    Note : Class B cleanliness should be specified for carbon steel and low alloy steel surfaces only in

    special cases because of the difficulty in maintaining such surfaces in the condition after the flush.

    Class C

    An intermediate level of cleanliness in which the surfaces meet the requirements for Class B exceptas follows.

    -Thin, uniform rust films on carbon steel surfaces are acceptable.

    -Hard rust which forms in a crusty film and tends to break off in pieces or flakes and/or heavy

    rusting is not acceptable for carbon steel and must be removed.

    Class D

    A nominal level of cleanliness the following are acceptable.

    -Rust films on both corrosion resistant alloys and carbon steel and low-alloy steel surfaces.

    -Tightly adherent mill scale on non-machined carbon and low-alloy steel surfaces.

    - Paint or preservation coatings on carbon and low-alloy steel surfaces that will not peel or flake when

    subjected to cold water flushing.

    - Particles no larger than 1.6mm by 3.2mm on 14 mesh (1.4mm, ASTM E-1 1, Specification for WireCloth

    and Sieves for Testing Purposes) or finer filter, or equivalent.

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    Date of Issue:

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    Rev No. :

    ATTACHMENT # 1: Piping Line Final Certificate & Pressure Test Certificate (Fuel Gas Line)

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    Rev No. :

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    Date of Issue:

    Doc No. : Page 17 of 19

    Rev No. :

    ATTACHMENT # 2: LEGEND FOR PRESSURE TEST

  • 8/2/2019 1.Hydrostatic Test and Flushing(R2)

    18/19

    YANBU II POWER &WATER PROJECT

    Contract PO No.: Hydrostatic Test and FlushingProcedure for Piping

    Date of Issue:

    Doc No. : Page 18 of 19

    Rev No. :

  • 8/2/2019 1.Hydrostatic Test and Flushing(R2)

    19/19

    YANBU II POWER &WATER PROJECT

    Contract PO No.: Hydrostatic Test and FlushingProcedure for Piping

    Date of Issue:

    Doc No. : Page 19 of 19

    Rev No. :

    ATTACHMENT # 3: STANDARD DETAIL FOR PRESSURE TEST