STANDARD HANDBOOK OF PETROLEUM & NATURAL GAS ...

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926 Drilling and Well Completions 1. Vz’ibrations: a. Compute the maximum acceleration that the instrument will accept at 2 and at 10 Hz. b. Compute the peak to peak motion which can be applied to the instrument at 10 and 200 Hz. c. Compare the 10-Hz values. At what frequency will the peak to peak data of the low frequency be consistent with the acceleration data of the high frequency? d. The package is held in a housing with several rubber rings laterally assumed to behave like perfect springs. Two different ring stiffnesses are available with total values of: 100 lb/in 10,000 lb/in Compute the resonant frequencies for lateral vibrations. In the frequency range usually encountered in drilling, which one should be used? 2. Shocks along the borehole axis (sensor package axis): Assume that the shock specification refers to the maximum deceleration (am,) of a half sine wave impact. The mean deceleration will be taken equal to 0.66 amax. a. Assuming a dampener in the tool housing exerting a constant force and the housing stopping abruptly, compute according to the specifications: the distance of deceleration 9 the velocity at the beginning of the deceleration the braking force applied to the sensor package b. Now if the braking force is supplied with a coil spring of 5,000 lb/in. compute: the braking length for the velocity calculated in a. the maximum deceleration, is it acceptable? will such a coil spring be suitable for the vertical vibrations generated in rotary drilling? Solution 1. a. 0.1 and 2.55 g b. 3.91 and 0.039 in. c. At 10-Hz amplitudes: 0.5 and 3.91 in.; 28 Hz d. 22 and 221 Hz; lO,OOO-lb/in. ring more suitable since frequency further from drilling frequencies 2. a. d = 0.03 in.; v = 10.6 ft/s; F = 1320 lb b. x = 0.13 in.; a = 324 g (am = 491 g); acceptable; f = 156 Hz; acceptable Example 6: Vibration and Shock Analysis-Mule Shoe Engaging Shock A steering tool sensor and electronic package is mounted in a housing in Figure 4-238 with a shock absorber and a spring to decrease the value of deceleration when engaging the mule shoe. The package has a mass of 2 kg or a weight of 4.415 lb. Assume a downward velocity of about 10 ft/s. The shock absorber develops a constant force (independent of the relative velocity) of 10 lb (44.48 N). The spring stiffness is 57.10 lb/in. The potential energy due to gravity will be neglected. 1. Taking into account only the shock absorber, compute the distance x traveled by the instrument package with respect to the housing when the
MWD and LWD 927 - Housing c Sensor Package I 1 V = 36,000 Wsec (1 0,973 m/s) - Spring - Shock Absorber ///////,I////////
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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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80 Drilling Muds and Completion Flu
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~ ~~ Drilling Muds and Completion F
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~~ ~ ~ ~ ~~ ~ Drilling Muds and Com
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Drill String: Composition and Desig
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where DF = W= Wd‘ = %= K, = r, =
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Table 4-81 Premium (Used) Drill Pip
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Table 4-83 Class 3 (Used) Drill Pip
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~ -- --- Drill String: Composition
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6.85 9.50 Table 4-86 Selection Char
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In In t- ." B v1 a" c 0 ." .3 Y 8 2
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~ . 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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Page 393 and 394: Downhole Motors 877 8000 pall = 458
Page 395 and 396: pal, = 3825 psi qal, = 340 gpm Down
Page 397 and 398: p, = 3236 psi Downhole Motors 881 8
Page 399 and 400: Downhole Motors 883 Flow Figure 4-2
Page 401 and 402: Downhole Motors 885 stator is made
Page 403 and 404: Downhole Motors 887 operating speed
Page 405 and 406: ~~ ~ ~ Downhole Motors 889 - 9*P,a%
Page 407 and 408: Downhole Motors 891 2800 2400 2200
Page 409 and 410: Downhole Motors 893 OFF BOllOM BEAR
Page 411 and 412: Downhole Motors 895 3000 .- n v) a
Page 413 and 414: Downhole Motors 897 t? v) p,= 1382
Page 415 and 416: Downhole Motors 899 The hydraulic e
Page 417 and 418: MWD and LWD 901 successfully in man
Page 419 and 420: MWD and LWD 903 Naturally for opera
Page 421 and 422: MWD and LWD 905 MAGNETOMETER " \ Y'
Page 423 and 424: MWD and LWD 907 Coils Po Figure 4-2
Page 425 and 426: MWD and LWD 909 continuous componen
Page 427 and 428: MWD and LWD 911 The gravity tool fa
Page 429 and 430: g MWD and LWD 913 A \ DRIVE WINDING
Page 431 and 432: MWD and LWD 915 Figure 4-230. Photo
Page 433 and 434: Table 4-119 Accelerometer Output fo
Page 435 and 436: MWD and LWD 919 Also needed: Vector
Page 437 and 438: MWD and LWD 921 Using the drawing F
Page 439 and 440: MWD and LWD 923 where x = elongatio
Page 441: MWD and LWD 925 where m is the dece
Page 445 and 446: MWD and LWD 929 Pressure Pick-up Fi
Page 447 and 448: MWD and LWD 931 The cone can be rep
Page 449 and 450: MWD and LWD 933 for measuring the d
Page 451 and 452: MWD and LWD 935 The calculation of
Page 453 and 454: MWD and LWD 937 The early system wa
Page 455 and 456: MWD and LWD 939 Retrievable Tools.
Page 457 and 458: MWD and LWD 941 where P(x) = pressu
Page 459 and 460: Demonstration, Transmit a range of
Page 461 and 462: ~~~ MWD and LWD 945 2. What is the
Page 463 and 464: ~ 2. S-23-E = 157" Default: 0110111
Page 465 and 466: MWD and LWD 949 Pressure (psi) 0 20
Page 467 and 468: MWD and LWD 951 x = distance in ft
Page 469 and 470: MWD and LWD 953 Solution 1. a. 6,25
Page 471 and 472: MWD and LWD 955 M - J H Figure 4-25
Page 473 and 474: MWD and LWD 957 FOIL GRID PATTERN T
Page 475 and 476: MWD and LWD 959 I I I p *:::!i I I
Page 477 and 478: MWD and LWD 961 One steel diaphragm
Page 479 and 480: MWD and LWD 963 Temperature sensor
Page 481 and 482: MWD and LWD 965 (4-200) where Rgem
Page 483 and 484: MWD and LWD 967 Gage response to ax
Page 485 and 486: MWD and LWD 969 (4-203) (4-204) Sol
Page 487 and 488: MWD and LWD 971 Hydrostatic pressur
Page 489 and 490: MWD and LWD 973 Figure 4-269. Examp
Page 491 and 492: 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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