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718 Drilling and Well Completions Table 4-71 Drill Collars [la] (all dimensions In inches) Drill Collar Number' 0 A R 6 Bore. Len&h, Outside ft, Bevel Dia, Bendiaa Dia, +P +6 in. +* Strenglli D d L D. Ratio NCOJ-31 (tentative) 3% 1% d n 3 2.57:1 NC26-35(2% IF 3% h'C31-41(2?6IF1 4% NC35-47 441 NC38-50(32bIF) 5 NC44-GO NC44-60 NC4442 NC46-62(4IF) NC46-65(4IF) NC46-65 (4IF) NC46-67(4lF) 6 6 6% 1% 2 2 2% 2% 21t 2% 6% Bf8 6% 2% 6% 2tl 6 U 2% NC50-70(4HIF) 7 2% NC50-I0 14 %IF) I 2ti NC50-12(4%IF) 7 'k 231 NC56-I7 7% 248 NC56-80 8 2 ti 30 30 30 30 30 or 31 30 or 31 30 or 31 311 2.42:l 31t 2.43:l 48f 2.58:l 4 L! ?.38:1 2.493 2.84:l 2.91:l 30 or 31 5 $4 2.63:l ?O or 31 62% 2.16:1 .I0 or 31 6dc 3.05:l 30 or 31 G& 3.18:l 30 or 31 30 or 31 30 or 31 68t 681 6&? 2.54 : I 2.13:J 3.12:l :IO or 31 IAI 2.70:l 30 or 31 745 3.02:l G16REC nx at* :10 or 31 14: 2.93:l NCG1-DO n 21) 30 or 31 8% 3.11:1 TWREG n 1 . 3 30 or 31 *ti 2.81:l NCIO-97 9% 3 30 or 31 9* 2.51:J NC70-10n 10 n :IO or 31 914 2.81:l NC77-110 (tentative) 11 30 or IS loif 2.78:1 The dnll coll.jr nan1bl.r (CUI. I) umsists 01 two pJr1 uted by J hyplicn Tlic lirst part is the connection number in the NC siylc. Tlic secund pri. conuating of 2 (or 3) dig diutes tlie drill d1Jr uutvdu diwnetcr 111 units and tenths ut inher The connectionr rhoxvn in parcnlhcres in CUI I are not a part of the drill collar number; they indicate inlerchdny~bihty "1 drill cvllars nude with the .;l.indard tNC) connections as shoun II the co~~ncct~oi~~ shown in prrentl~rrc* in uulumil I .ire made wit11 the V-0.03HH ilir...!d Irm the connections and drill coll.irs ire idmticil with lliose in the NC style. Vrill cc;ll.ir\ wit11 M% and 9% inche\ outside diameters .I~P shu~n with 6.518 and 1-5/H REG connccliun,. since lhcre drr nu NC- cunncctionr 111 tllc recommended bending \trength ratio range. Table 4-72 Physical Properties and Tests-New Drill Collars [13] - - - i ___ -- - 2 3 4 .__ Minimum Minimum Elongation, Minimum, Drill Collar Yield Tensile With. Gage Length OD Range, Strength, Strength, Four Times Diameter, inches psi percent -- PSI - 3% thru 6% 110,000 140,000 13 7 thru 10 100,000 135,000 13 NOTE 1: Tensile properties shall be determined by tests on cylindrical specimens conforming to the rcqriirements of ASTM A-$70, 03% offset method. NOTE 2: Tensile specimens from drill collars shall be taken within S feet of the end of the drill collar in a longitudinal directwit, having the centerline of tho tensilc speeimen 1 inch from the outside surfacs or midwall, whichever is less.
Drill String: Composition and Design 719 Table 4-73 Drill Collar Weight (Steel) [Sl] (pounds per foot) 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 Dnll Collar Drill Collar ID. in. :I? ' 1 1% 1% 1% 2 2% 2k at* 3 3% 3% 3% 4 2% 3 3% 3% 3% 3% 4 41% 4 'A 41% 43A 5 5% 5% 5% 6 6% 6'h 6% 7 71% 7% 73A 8 8 % 81% 9 9% 9% 10 11 12 19 18 16 21 20 18 22 22 20 26 24 22 30 29 27 35 33 32 40 39 37 43 41 39 46 44 42 51 50 48 54 61 68 75 82 90 98 107 116 125 134 144 154 165 176 187 210 234 248 261 317 379 35 37 40 46 52 59 65 73 80 88 96 105 114 123 132 142 152 163 174 185 208 232 245 259 315 377 32 29 35 32 38 35 43 41 50 47 56 63 53 60 70 67 78 75 85 83 94 91 102 99 111 108 120 117 130 127 139 137 150 147 160 157 171 168 182 179 206 203 230 227 243 240 257 254 313 310 374 371 44 50 57 64 72 79 88 96 105 114 124 133 144 154 165 176 200 224 237 251 307 368 60 67 75 83 91 100 110 119 129 139 150 160 172 195 220 232 246 302 364 64 72 80 89 98 107 116 126 136 147 158 169 192 216 229 243 299 361 60 68 76 72 85 80 93 89 103 98 93 84 112 108 103 93 122 132 117 128 113 123 102 112 143 138 133 122 154 149 144 133 165 160 155 150 188 212 184 209 179 206 174 198 225 221 216 211 239 235 230 225 295 291 286 281 357 352 347 342 NOTE 1: Refer to API Spec 7, Table 6.1 for API standard drill collar dimensions. NOTE 2: For apecial configurations of drill collars, consult manufacturcr for reduction in weight rock bit. If there is no tendency to cause an undersized hole, the largest drill collars that can be washed over are usually selected. The current tendency, i.e., not to run large drill collars that cannot be washed over, seems to be obsolete. Due to considerably improved technology in drill collar manufacturing, the possibility of losing the drill collar in the hole is greatly reduced perhaps the gain in penetration rate by applying higher weight on the bit can overcome the risk of drill collar failure. In general, if the optimal drilling programs require large drill collars, the operator should not hesitate to use them. Typical hole and drill collar sizes used in soft and hard formations are listed in Table 4-74. Length of Drill Collars The length of the drill collar string should be as short as possible, but adequate to create the desired weight on bit. Ordinary drill pipe must never be used for exerting bit weight.
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Compressors 485 Vertical V-type W-t
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For a reciprocating piston compress
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Compressors 489 top of the vanes sl
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Compressors 491 portion of the rota
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Compressors 493 Summary of Rotary C
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References 495 Figure 3-83. Multist
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Drilling and Well Completions Frede
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- Drilling and Well Completions DER
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Derricks and Portable Masts 501 Guy
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Derricks and Portable Masts 503 c I
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~~ ~ Nominal Base Square Two I" or
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Derricks and Portable Masts 507 The
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Derricks and Portable Masts 509 c.
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Design Specifications Derricks and
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Derricks and Portable Masts 513 Whe
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Derricks and Portable Masts 515 to
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Derricks and Portable Masts 517 1.
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Derricks and Portable Masts 519 All
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Derricks and Portable Masts 541 and
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Hoisting System 543 75, 562.50 lb,
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600,000 9, Hoisting System 525 bloc
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Hoisting System 527 Power output lo
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Hoisting System 529 Transmission an
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Hoisting System 531 16. Tension mem
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Hoisting System 533 0 too 150 250 3
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Hoisting System 535 where SF, = yie
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Hoisting System 537 Table 4-6 (cont
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\-I-/ 15" 15" \-I?/ Hoisting System
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Hoisting System 541 Figure 4-16. Tr
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Hoisting System 543 loads are unexp
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Hoisting System 545 Wear and crocks
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Hoisting System 547 ,-Wear and crac
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Hoisting System 549 Weor of pins an
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Hoisting System 551 Wear and crocks
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Hoisting System 553 INSPECTION: Hea
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Table 4-9 (continued) Hoisting Syst
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Table 4-9 (continued) Hoisting Syst
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Hoisting System 559 Table 4-10 (con
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Hoisting System 561 0.145 3.68 3,32
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Hoisting System 563 0.230 0.231 0.2
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Hoisting System 565 The purchaser m
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Table 4-14 Classification Wire Rope
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Hoisting System 569 Table 4-18 6x37
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Table 4-23 6x25 “B,” 6x27 “H,
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Hoisting System 573 FIGhE4.44 FIGUR
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Hoisting System 575 (text conlznued
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Table 4-24 Wire Diameter Tolerance
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Hoisting System 579 M Figure 4-66.
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Hoisting System 581 Table 4-28 Requ
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Hoisting System 583 Table 4-30 Typi
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Hoisting System 585 Minimum Design
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y CASE "0" s-3 Drum Hoisting System
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Hoisting System 589 Figure 4-71A sh
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Hoisting System 591 a. The seizing
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Hoisting System 593 This solution i
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~ ~~~ Hoisting System 595 Attachmen
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Hoisting System 597 Vee Side of Der
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Hoisting System 599 spooling condit
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Hoisting System 601 Grooves for san
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Hoisting System 603 WEIGHT OF FLUID
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Hoisting System 605 20 I I I 1 I I
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608 Drilling and Well Completions B
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610 Drilling and Well Completions S
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612 Drilling and Well Completions 4
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614 Drilling and Well Completions n
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616 Drilling and Well Completions W
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618 Drilling and Well Completions S
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620 Drilling and Well Completions F
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622 Drilling and Well Completions -
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626 Drilling and Well Completions 1
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630 Drilling and Well Completions s
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Table 4-38 Mud Pump Performance-Dup
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NAWfACNWR COWIINEWAL EYSCO(DVPLOO T
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Table 4-38 (continued) Q, w 00 5 a
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642 Drilling and Well Completions T
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644 Drilling and Well Completions (
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646 Drilling and Well Completions .
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1."y SZ'Z# 8/1-02 01 ncf, VIE-02 0)
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652 Drilling and Well Completions T
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654 Drilling and Well Completions R
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656 Drilling and Well Completions R
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Drilling Muds and Completion Fluids
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Page 183 and 184: Drilling Muds and Completion Fluids
Page 193 and 194: 80 Drilling Muds and Completion Flu
Page 219 and 220: ~ ~~ Drilling Muds and Completion F
Page 225 and 226: ~~ ~ ~ ~ ~~ ~ Drilling Muds and Com
Page 231 and 232: Drill String: Composition and Desig
Page 233: Drill String: Composition and Desig
Page 237 and 238: where DF = W= Wd‘ = %= K, = r, =
Page 257 and 258: Table 4-81 Premium (Used) Drill Pip
Page 259 and 260: Table 4-83 Class 3 (Used) Drill Pip
Page 267 and 268: ~ -- --- Drill String: Composition
Page 269 and 270: 6.85 9.50 Table 4-86 Selection Char
Page 271 and 272: In In t- ." B v1 a" c 0 ." .3 Y 8 2
Page 275 and 276: ~ . Drill String: Composition and D
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Drilling Bits and Downhole Tools 76
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~ ~~ ~~ ~ ~ ~ ~ ~~ ~~~~ Drilling Bi
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The bit hydraulic horsepower HP, is
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Weight on Bit and Rotary Speed for
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~ OPEN Drilling Bits and Downhole T
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DRILLING MUD HYDRAULICS Drilling Mu
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Drilling Mud Hydraulics 83 1 where
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Drilling Mud Hydraulics 833 The ave
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Drilling Mud Hydraulics 835 words,
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Drilling Mud Hydraulics 837 In the
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AP5 = [ 0.729 (2.4)(118.62) (2)(0.7
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Air and Gas Drilling 841 Air and Ga
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~ ~ ~ Air and Gas Drilling 843 Air
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Air and Gas Drilling 845 The booste
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Air and Gas Drilling 847 Drill Pipe
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Air and Gas Drilling 849 above the
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Air and Gas Drilling 851 [-a Rotati
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Air and Gas Drilling 853 drilling,
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Air and Gas Drilling 855 Table 4-10
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Air and Gas Drilling 857 Knowing th
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Air and Gas Drilling 859 From Equat
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Air and Gas Drilling 861 log,,p,,,
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Downhole Motors 863 In the late 195
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Downhole Motors 865 Figure 4-191. D
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Downhole Motors 867 Circulation Rat
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Downhole Motors 869 Stator t Figure
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Table 4-111 Turbine Motor, 6%-in. O
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HP, = 217( -) 1421 2842 Downhole Mo
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Downhole Motors 875 Similarly, the
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Downhole Motors 877 8000 pall = 458
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pal, = 3825 psi qal, = 340 gpm Down
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p, = 3236 psi Downhole Motors 881 8
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Downhole Motors 883 Flow Figure 4-2
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Downhole Motors 885 stator is made
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Downhole Motors 887 operating speed
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~~ ~ ~ Downhole Motors 889 - 9*P,a%
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Downhole Motors 891 2800 2400 2200
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Downhole Motors 893 OFF BOllOM BEAR
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Downhole Motors 895 3000 .- n v) a
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Downhole Motors 897 t? v) p,= 1382
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Downhole Motors 899 The hydraulic e
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MWD and LWD 901 successfully in man
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MWD and LWD 903 Naturally for opera
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MWD and LWD 905 MAGNETOMETER " \ Y'
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MWD and LWD 907 Coils Po Figure 4-2
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MWD and LWD 909 continuous componen
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MWD and LWD 911 The gravity tool fa
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g MWD and LWD 913 A \ DRIVE WINDING
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MWD and LWD 915 Figure 4-230. Photo
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Table 4-119 Accelerometer Output fo
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MWD and LWD 919 Also needed: Vector
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MWD and LWD 921 Using the drawing F
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MWD and LWD 923 where x = elongatio
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MWD and LWD 925 where m is the dece
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MWD and LWD 927 - Housing c Sensor
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MWD and LWD 929 Pressure Pick-up Fi
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MWD and LWD 931 The cone can be rep
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MWD and LWD 933 for measuring the d
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MWD and LWD 935 The calculation of
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MWD and LWD 937 The early system wa
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MWD and LWD 939 Retrievable Tools.
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MWD and LWD 941 where P(x) = pressu
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Demonstration, Transmit a range of
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~~~ MWD and LWD 945 2. What is the
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~ 2. S-23-E = 157" Default: 0110111
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MWD and LWD 949 Pressure (psi) 0 20
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MWD and LWD 951 x = distance in ft
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MWD and LWD 953 Solution 1. a. 6,25
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MWD and LWD 955 M - J H Figure 4-25
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MWD and LWD 957 FOIL GRID PATTERN T
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MWD and LWD 959 I I I p *:::!i I I
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MWD and LWD 961 One steel diaphragm
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MWD and LWD 963 Temperature sensor
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MWD and LWD 965 (4-200) where Rgem
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MWD and LWD 967 Gage response to ax
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MWD and LWD 969 (4-203) (4-204) Sol
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MWD and LWD 971 Hydrostatic pressur
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MWD and LWD 973 Figure 4-269. Examp
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MWD and LWD 975 Flgure 4-271. MWD f
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MWD and LWD 977 3. electromagnetic
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MWD and LWD 979 The system is simil
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MWD and LWD 981 Figure 4-276. Compa
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MWD and LWD 983 DUAL INDUCTION-LL3
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