Ubit Gas Lift Line Sizevalidation Report

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    UBIT GAS LIFT LINE SIZEVALIDATION REPORT

    This report gives a description of the Line size validation study carried out for the UBIT

    GAS LIFT pipeline/piping system. The objective of the study was to validate the

    pipeline/piping sizes proposed by the CLIENT, for the lines enlisted below;

    i. Proposed 4 line to connect from boarding gas lift pipeline to gas lift manifold.

    ii.Proposed 4 gas lift manifold at Ubit GA

    iii. Proposed 2 gas lift flowlines for each of the Six (6) new candidate wells

    iv. Proposed 6 production flowline from each of the six (6) new candidate

    wells

    v. Proposed 6 Test manifold

    vi. Proposed 10 Production manifold

    vii. Existing 4 Test manifold

    All lines were sized in accordance to the requirements as stipulated in API RP 14E for single

    phase gas & two (2) phase streams. The pressure drop and velocity criteria were employed

    in the validation of all lines. For gas lines, the velocity of the stream must not exceed 60 ft/s

    to avoid noise while pressure drop should be such that the outlet pressure can meet the

    pressure requirement of the downstream equipment.

    Two (2) phase lines were sized on the basis of their erosional velocity which serves

    as the basis for determining the minimum cross sectional area of pipeline/piping required to

    transport the fluid.

    Summary of Results

    I. 4 Boarding Gas Lift Pipeline (GN)

    The table below shows a summary of the results obtained from the validation

    calculations performed for the Boarding Gas Lift Pipeline.

    Flow rate Pipe Size Schedule No. Fluid Velocity Pressure Drop (psi/100ft)

    9 MMSCFD 4 XXS 8.8 ft/s 0.57

    15 MMSCFD 4 XXS 14.7 ft/s 1.59

    The 4 pipe size met the velocity criteria for both flow rates although at a flow rate of 9

    MMSCFD, a velocity of 8.8 ft/s might give rise to liquid settle out in low spots. Hence, a

    4 pipe size would be adequate to handle the flow rate. The pressure drop obtained is

    also less than 10% of the inlet pressure.

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    II. 4 Gas Lift Manifold

    The table below shows a summary of the results obtained from the validation

    calculations performed for the Gas Lift Manifold.

    Flow rate Pipe Size Schedule No. Fluid Velocity Pressure Drop (psi/100ft)

    9 MMSCFD 4 XXS 11.7 ft/s 0.76

    15 MMSCFD 4 XXS 19.54 ft/s 2.11

    The 4 pipe size met the velocity criteria for both flow rates. Hence, a 4 pipe size would

    be adequate to handle the flow rate. The pressure drop obtained is also less than 10%

    of the inlet pressure which makes it adequate.

    III. 2 Gas Lift Flow lines

    The table below shows a summary of the results obtained from the validation

    calculations performed for the Gas Lift Manifold.

    Flow rate Pipe Size Schedule No. Fluid Velocity Pressure Drop (psi/100ft)2 MMSCFD 2 XXS 11.46 ft/s 1.52

    The 2 pipe size met the velocity criteria for the new gas lift flow lines. Hence, a 2 pipe

    size would be adequate to handle the flow rate. The pressure drop obtained is also less

    than 10% of the inlet pressure which makes it adequate.

    IV. 6 Production Flowline for each candidate well

    The table below shows a summary of the results obtained from the validation

    calculations performed for the Gas Lift Manifold.

    Gas Flow

    rate

    Liquid

    Flow

    rate

    Pipe

    Size

    Schedule

    No.

    Erosional

    Velocity

    Minimum

    Area (in2)

    Minimum

    inside

    diameter (in)

    5.65

    MMSCFD

    6512

    BLPD6 120 40.76 ft/s 14.65 4.32

    The 6 production flowline gave rise to an erosional velocity of 40.76. For this erosional

    velocity, a minimum pipe inside diameter of 4.32 in is required. A 6 SCH 120 piping is

    adequate for the flow rate since it provides a greater inside diameter as well as sufficient

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    pressure containment since its MAWP at operating conditions is greater than the SITP of

    the well it is producing from.

    V. 6 Test Header

    The table below shows a summary of the results obtained from the validation

    calculations performed for the Test Header.

    Gas Flow

    rate

    Liquid

    Flow

    rate

    Pipe

    Size

    Schedule

    No.

    Erosional

    Velocity

    Minimum

    Area (in2)

    Minimum

    inside

    diameter (in)5.65

    MMSCFD

    6512

    BLPD6 120 40.76 ft/s 14.65 4.32

    The 6 Test Header gave rise to an erosional velocity of 40.76. For this erosional

    velocity, a minimum pipe inside diameter of 4.32 in is required. A 6 SCH 120 piping is

    adequate for the flow rate since it provides a greater inside diameter as well as sufficient

    pressure containment since its MAWP at operating conditions is greater than the SITP of

    the well it is producing from.

    VI. 10 Production Manifold

    The table below shows a summary of the results obtained from the validation

    calculations performed for the Gas Lift Manifold.

    Gas

    Flow

    rate

    Liquid

    Flow

    rate

    Pipe

    Size

    Schedule

    No.

    Erosional

    Velocity

    Minimum

    Area (in2)

    Minimum

    inside

    diameter (in)22.56

    BLPD

    26006

    BLPD10 120 40.81 ft/s 58.55 8.63

    The 6 production flowline gave rise to an erosional velocity of 40.81. For this erosional

    velocity, a minimum pipe inside diameter of 8.63 in is required. A 10 SCH 120 piping is

    adequate for the flow rate since it provides a greater inside diameter as well as sufficientpressure containment since its MAWP at operating conditions is greater than the SITP of

    the well it is producing from.

    VII. 4 Test Header

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    If the existing test header is to handle the single well flow of 6512 BLPD as well as 5.65

    MMSCFD for 2 phase flow, it would require a minimum inside pipe diameter of 4.32 in.

    Hence, if a 4 SCH 120 is required for the test header, the corresponding inside diameter

    would be less than that required (4.32 in). This implies that the existing 4 test header is

    inadequate to handle the 2 phase flow rates since it gives rise to a higher erosional

    velocity.