Wireline Operations - Slickline Calculations



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Calculations Stem Force To calculate the force to be overcome to enter the well use the following formula, remember this will give you the balance point, your weight needs to exceed this amount. Force = Pressure x Area Force - what we have to exceed using stem bar Pressure the Well Head Pressure Area cross sectional area of the wireline being used (see table below) SIZE AND CROSS SECTION AREA Wire Size 0.072 0.082 1/4 5/16 To calculate standard stem weight per foot use the formula: Pressure P T = P A + P H P T - Pressure (total) Cross Section Area 0.0037 0.0053 0.0066 0.0092 0.0123 0.027 0.037 0.049 0.077 P A - Pressure (Applied) - WHP or Annulus observed on a tree gauge P H - Pressure (Hydrostatic) - result of fluid gradient and depth OD 2 x 8 3 Hydrostatic pressure = Fg (fluid gradient - psi/ft) x TVD (true vertical depth - feet) Standard fluid gradient Fg (psi/ft) = lbs/gal x 0.052 Refer to standard fluid gradient tables.

Calculations API 9A UHT Bright Supa 70 Supa 75 GD31 MO Minimum Breaking 47 2110 2840 50 2730 3665 1600 2100 2600 50 30 2560 20 2850 Sheave Diameter 11 13 11 13 11 13 11 13 16 SLICKLINE / BRAIDED CABLE DATA Weight lb / 1000 22.66 31.11 41.84 22.66 31.23 41.84 23.29 32.10 43.00 23.29 32.10 43.00 32.10 43.00 Stretch 1 / 100 / 100lb Types of wire testing for API9A / UHT & stainless/special alloy 0.70 0.51 0.38 0.70 0.51 0.38 0.79 0.58 0.43 0.79 0.58 0.43 0.52 0.34 All Above All Above All Above All Above Recommended test for API9A / UHT wireline is the torsion test, the minimum amount of rotations before fatigue must be achieved along with a clean flat break to indicate good wire. minimum of 23 turns achieved minimum of 19 turns achieved minimum of 17 turns achieved Stainless and special alloy wires should be tested by the ASEP Wire tester or wrap test method, new wire should test at a minimum of 8 wraps. Corrosion Resistance Very poor, may be used in low H2S - 2 or3 ppm Good, wire must be cleaned after use to avoid pitting Extremely poor due to being present Extremely poor not to be used in any concentrations Good, wire must be cleaned after use to avoid pitting Extremely poor due to being present Excellent in all concentrations Excellent May be used, risk of stress corrosion cracking Excellent in all concentrations Excellent Good, superior to SUPA 70 Excellent in all concentrations Excellent

Calculations Braided 5/16 5/16 Mono Slammer 0.18 0.18 0.228 0.228 0.330 0.330 0.472 BRAIDED CABLE Minimum Breaking 4960 43 6610 5842 17550 5500 11100 Sheave Diameter To test braided cable, one of the outer armours should be removed. This should be bent to form a 90 deg angle then twisted around itself. Achieving a minimum of 5 rotations indicates good cable. Before tying a new rope socket cut off 1ft for every 1000ft that was ran in the hole. A swivel joint must always be placed below the rope socket. If running in hole with new cable, pull back 0ft for every 1000ft run in hole. Weight lb / 1000 71 71 96 96 96 196 379 Type Galvanised SUPA 70/75 Galvanised SUPA 70/75 Galvanised Mono-conductor Slammer Cable

H 2 S and Partial Pressure Calculations The damage to the wire is not caused directly by the % of CO2 or H 2 S but is more a function of the Partial Pressure To determine the Partial Pressure for H 2 S: PH 2 S = PPM H 2 S in gas x BHP/1,000,000 Example: In a well with 3ppm H 2 S and a BHP of 6,000psi PH 2 S = 3 x 6,000/1,000,000 PH 2 S = 18,000/1,000,000 PH 2 S = 0.018psi Under NACE regulations a PH2S of 0.05psi or greater would determine that you need to choose an alloy wire or seek to protect/inhibit you wire (Alloy wire is by far the safest option). To determine the Partial Pressure for CO2: PCO2 = CO2 % x BHP/100 Example: In a well with 3% CO2 and a BHP of 2,000psi PCO2 = 3(%) x 00/100 PCO2 = 3(%) x PCO2 = 60psi Under NACE regulations a PCO2 of 32psi or greater would determine that you need to choose an alloy wire or seek to protect/inhibit you wire (Alloy wire is by far the safest option).

Hay Pulley Angle Correction Factor Example 1 Angle below 90º then WT indicator dial reads higher than actual resultant. E.g. Angle between entry and exit line = 70º WT indicator reads 1000 lbs. = 1000 1.63830 (constant for 70º from Chart) x 1.422 (constant for 90º from Chart) = 1000 1.63830 = 610.3888 x 1.422 = Actual tension being pulled is 863 lbs Example 2 Angle above 90º then weight indicator dial reads lower than actual resultant. E.g. Angle between entry and exit line = 110º WT indicator reads 811 lbs. = 811 1.716 (constant for 110º from chart) x 1.422 (constant for 90º from chart) = 811 lbs 1.716 = 706.963. X 1.422 = Actual tension being pulled is 1000 lbs Use chart on the following page for constants Cell From Well To Winch Hydraulic Hose Fixed to Point Below Lubricator (e.g. Xmas Tree) / Weight Indicator

Hay Pulley Angle Correction Factor Included Angle of 0 2 4 6 8 10 12 16 18 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 HAY ANGLE PULLEY CORRECTION FACTOR Constant 2.00000 1.99970 1.99878 1.99726 1.99512 1.99238 1.98904 1.98510 1.98054 1.97538 1.96962 1.96326 1.95630 1.94874 1.94058 1.93186 1.92252 1.91260 1.90212 1.89104 1.87938 1.86716 1.85436 1.84100 1.82708 1.81262 1.79758 1.782 1.76590 1.74924 1.736 1.734 1.69610 1.67734 1.65808 1.63830 1.61804 Included Angle of 92 94 96 98 100 102 104 106 108 110 112 1 116 118 1 122 124 126 128 130 132 134 136 138 0 2 4 6 8 0 2 4 6 8 160 162 164 Constant 1.38932 1.36400 1.33826 1.31212 1.28558 1.25864 1.23132 1.362 1.17556 1.716 1.11838 1.08928 1.05984 1.03008 1.00000 0.96962 0.93894 0.90798 0.87674 0.84524 0.81348 0.786 0.74922 0.71674 0.68404 0.651 0.61804 0.58474 0.55128 0.51764 0.48384 0.44990 0.482 0.38162 0.34730 0.31286 0.27834 74 76 78 80 82 1.59726 1.57602 1.55430 1.538 1.50942 166 168 170 172 174 0.24374 0.906 0.17430 0.13952 0.10468 84 1.48626 176 0.06980 86 1.46270 178 0.03490 88 1.43868 180 0.00000 90 1.422

Fishing Neck Data Camco 90º External Fishing Neck GS used to Latch Profile 1 1/2 & 1 3/4 2 2 1/2 3 4 5 INTERNAL FISHING NECK CHART 1.06 1.38 1.81 2.31 3.12 4.00 A B Diameter A 1.08 1.40 1.83 2.33 3. 4.02 Otis º Undercut 1.22 1.5 2.00 2.50 3.31 4.19 0.440 Diameter B Maximum Minimum Maximum Minimum 1.24 1.59 2.02 2.52 3.33 4.21 3/4 1 1 1/4 1 1/2 1 7/8 2 1/8 2 1/2 EXTERNAL FISHING NECK CHART Diameter A Diameter B Toolstring Size Maximum Minimum Maximum Minimum 0.750 1.000 1.18 1.375 1.750 1.750 2.313 2.00 All Sizes 0.54-0.56 All Sizes 0.740 0.990 1.17 1.365 1.740 1.740 2.303 30º ± 2º A B 0.630 0.880 1.060 1.190 1.500 1.500 2.060 0.6 0.870 1.030 1.160 1.470 1.470 2.030 30º 45º 2.97-3.03 All Sizes A Internal Fishing Neck

Wireline Fallback Tubing Size 2 3/8 2 7/8 WIRELINE FALLBACK CHART Slickline OD 1/4 5/16 1/4 5/16 Fall (ft/1000ft) Once a fishing job has occurred the objective is to rectify the situation as safely and efficiently as possible, to meet these criteria here are some guidelines: Check the well files for previous problems Always run slowly observing odometer and weight indicator closely Record length of wire recorded Always run wire grab on jar up to release pulling tool Keep careful record of toolstring lengths and O.D s Function test all tools Test wire frequently Avoid kinking the wire Always ensure the largest OD on the toolstring is below the mechanical jars Plan, execute then evaluate constantly Stay focused and take your time 10 12 16 8 25 29 27 12 35 45 40 50 65 83 100 90 45 100 125 130 135