IWCF Principles & Procedures Test Paper (Answer)

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  • 7/30/2019 IWCF Principles & Procedures Test Paper (Answer)

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    PRINCIPLES & PROCEDURES TEST PAPER ANSWERS

    17) 372FT.

    240PSI Overbalance .6448psi/ft mud gradient = 372.208ft.

    18) (1) Increase in R.O.P. (Drilling Break)

    (2) Connection Gaz

    (3) Increase in Torque and Drag

    (4) Increase in Flow line temperature.

    19) E

    20) B (Tripping in)

    21) A & C

    22) D & E

    23) 1ppg (468 9000) 0.052

    24) A & C

    25) 32bbls

    (.6448psi/ft -.12psi/ft) = .5248psi/ft

    240psi + .5248psi/ft = 457.317ft.

    457.317ft. x .0702bbls/ft OH capacity = 32.1036bbls

    26) = 12.8 ppg

    7987psi + 12,000ft + .052 = 12.7996 ppg Fonnula no. 5

    27) (1) Minimize pressures on the well bore and BOP equipment(2) Allow for smooth operation of the Remote Choke(3) Disperse of the Kick fluids at a controlled rate(4) Allow time for the Mud to be weighted up

    PRINCIPLES & PROCEDURES TEST PAPER

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    28) (1) At the start of each shift(2) Any time the Mud weight is changed(3) After Bit and Nozzle changes(4) After changes to the mud pumps

    29) B

    30) B

    31) C

    32) B

    33) C

    34) (a) 4900 psi (10.3 x 6200 ft x .052) + 1580 psi = 4900.72 psi(b) 15.2 ppg 4900.72 + .052 + 6200' = 15.2007 ppg Fonnula no. 17(c) 902 psi (15.2 -12.4) x .052 x 6200' = 902.72 psi Fonnula no. 18

    35) B

    36) C

    37) True

    38) D

    39) C

    40) B 148psi Formula No. 26

    [ (.6448 x .0744) x 420ft. ] (.0744 + .0622) = 147.318psi

    41) 3.87bbls

    (P1 x V1) P2 = V2

    ( )[ ]( )

    bblsppgxftx

    bblsxppgxx 8709.3052.4.126200

    2052.4.12'000,12=

    PRINCIPLES & PROCEDURES TEST PAPER

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    42) A

    43) Soft = A, G, E, D, C

    Hard = B, G, D, E

    44) D

    45) E

    46) C

    47) A

    48) B

    49) B

    50) 13.2ppg Formula No. 10

    [ (500 .052 12,000) + 12.4ppg ] = 13.2012ppg

    51) A = 114psi/ft Gas Formula No. 13

    11bbls 0292bbls/ft = 376.712 Height of influx

    6448psi/ft [(700SICP 500 SIDPP) 376.712] = 1138psi

    52) (a) 349 feet225psi 6448psi/ft = 348.94 feet

    53) 3 bbls Formula No. 27

    225psi x 11bbls 8238psi = 3004bbls

    54) (a) 900psi

    500 SIDPP + 400 PSCR = 900psi

    (b) 426psi

    400psi x (13.2ppg 12.4ppg) = 425.806psi

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    55) (a) Surface to bit strokes = 2010 strokes

    (b) Bit to shoe stokes = 2470 strokes

    (c) Time from bit to surface = 178.6 mins or 2hr 58min 36sec

    (d) Volume from shoe to surface = 295bbls

    (e) psi/stroke reduction = 2358psi/storke

    (f) MAASP with kill mud = 644.8psi

    56) 664psi

    [(900 426) 2010stks] = 2358psi / reduction per stroke

    1000 strokes x 2358 = 235.82psi reduction

    900 235.82 = 664.18psi circulating pressure

    57) 812psi

    Well effects = 500psi _________________ 0 psi Kill mud at BitPump effects = 400psi __________________ 426psi Kill Mud at Bit

    Well effects at 1005stks = 250psi Pump effects at 1005stks = 413psi

    413 x (35 30) 2 = 562.1388psi pump pressure

    562.1388psi + 250psi = 812.1388psi circulating pressure at 35spm.

    58) A

    2010 strokes to the bit, DP pressure should be FCP @ 426psi

    600 426 = 174psi overbalance

    59) B (Should be decreasing)Pressure above the Gas-Kick must reduce otherwise there cannot be any

    expansion.

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    60) B (Decreasing)

    Less mud going into the Hole, pressures will reduce, reducing BHP

    61) B (Staying the same)

    More strokes to give same Volume, BHP will be restored

    62) 644 psi Formula No. 18

    (15.2 13.2) x 052 x 6200 = 644.8psi

    PRINCIPLES & PROCEDURES TEST PAPER