STANDARD HANDBOOK OF PETROLEUM & NATURAL GAS ...

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508 Drilling and Well Completions Mast and Derricks under Dynamic Conditions 1. Maximum rated static hook load for a specified number of lines to the traveling block. 2. Hook load, wind load, vessel motions, and pipe setback in combination with each other for the following: a. Operating with partial setback. b. Running casing. c. Waiting on weather. d. Survival. e. Transit. Substructures 1. Maximum rated static hook load, if applicable. 2. Maximum rated pipe setback load. 3. Maximum rated static load on rotary table beams. 4. Maximum rated combined load of setback and rotary table beams. Substructure under Dynamic Conditions 1. Maximum rated static hook load. 2. Maximum rated pipe setback load. 3. Maximum rated load on rotary table beams. 4. Maximum rated combined load of setback and rotary table beams. 5. All ratings in the section titled “Mast and Derricks under Dynamic Conditions.” Design Loadings Derricks and masts are designed to withstand some minimum loads or set of loads without failure. Each structure shall be designed for the following applicable loading conditions. The structure shall be designed to meet or exceed these conditions in accordance with the applicable specifications set forth herein. Derrick-Stationary Base 1. Operating loads (no wind loads) composed of the following loads in combination: a. Maximum rated static hook load for each applicable string up condition. b. Dead load of derrick assembly. 2. Wind load without pipe setback composed of the following loads in combination: a. Wind load on derrick, derived from maximum rated wind velocity without setback (minimum wind velocity for API standard derrick sizes 10 through 18A is 93 knots, and for sizes 19 through 25 is 107 knots). b. Dead load of derrick assembly. 3. Wind load with rated pipe setback composed of the following loads in combination: a. Wind load on derrick derived from maximum rated wind velocity with setback of not less than 93 knots. b. Dead load of derrick assembly.
Derricks and Portable Masts 509 c. Horizontal load at racking platform, derived from maximum rated wind velocity with setback of not less than 93 knots acting on full pipe setback. d. Horizontal load at racking platform from pipe lean. Mast with Guy Lines 1. Operating loads (no wind load) composed of the following loads in combination: a. Maximum rated static hook load for each applicable string up condition. b. Dead load of mast assembly. c. Horizontal and vertical components of guy line loading. 2. Wind loads composed of the following loads in combination: a. Wind load on mast, derived from a maximum rated wind velocity with setback of not less than 60 knots. b. Dead load of mast assembly. c. Horizontal loading at racking board, derived from a maximum rated wind velocity with setback of not less than 60 knots, acting on full pipe setback. d. Horizontal and vertical components of guy line loading. e. Horizontal and vertical loading at rod board, derived from a maximum rated wind velocity with setback of not less than 60 knots, acting on rods in conjunction with dead weight of rods. 3. Wind loads composed of the following loads in combination: a. Wind load on mast, derived from a maximum rated wind velocity with setback of not less than 60 knots. b. Dead load of mast assembly. c. Horizontal loading at racking platform, derived from a maximum rated wind velocity with setback of not less than 60 knots, acting on full pipe setback. d. Horizontal and vertical components of guy line loading. 4. Wind loads composed of the following loads in combination: a. Wind load on mast derived from a maximum rated wind velocity without setback of not less than 60 knots. b. Dead load of mast assembly. c. Horizontal and vertical components of guy line loading. 5. Erection loads (zero wind load) composed of the following loads in combination: a. Forces applied to mast and supporting structure created by raising or lowering mast. b. Dead load of mast assembly. 6. Guy line loading (assume ground anchor pattern consistent with manufacturer’s guying diagram shown on the nameplate). a. Maximum horizontal and vertical reactions from conditions of loading applied to guy line. b. Dead load of guy line. c. Initial tension in guy line specified by mast manufacturer. Mast without Guy Lines 1. Operating loads composed of the following loads in combination: a. Maximum rated static hook load for each applicable string up condition. b. Dead load of mast assembly.
Page 1 and 2: Compressors 485 Vertical V-type W-t
Page 3 and 4: For a reciprocating piston compress
Page 5 and 6: Compressors 489 top of the vanes sl
Page 7 and 8: Compressors 491 portion of the rota
Page 9 and 10: Compressors 493 Summary of Rotary C
Page 11 and 12: References 495 Figure 3-83. Multist
Page 13 and 14: Drilling and Well Completions Frede
Page 15 and 16: - Drilling and Well Completions DER
Page 17 and 18: Derricks and Portable Masts 501 Guy
Page 19 and 20: Derricks and Portable Masts 503 c I
Page 21 and 22: ~~ ~ Nominal Base Square Two I" or
Page 23: Derricks and Portable Masts 507 The
Page 27 and 28: Design Specifications Derricks and
Page 29 and 30: Derricks and Portable Masts 513 Whe
Page 31 and 32: Derricks and Portable Masts 515 to
Page 33 and 34: Derricks and Portable Masts 517 1.
Page 35 and 36: Derricks and Portable Masts 519 All
Page 37 and 38: Derricks and Portable Masts 541 and
Page 39 and 40: Hoisting System 543 75, 562.50 lb,
Page 41 and 42: 600,000 9, Hoisting System 525 bloc
Page 43 and 44: Hoisting System 527 Power output lo
Page 45 and 46: Hoisting System 529 Transmission an
Page 47 and 48: Hoisting System 531 16. Tension mem
Page 49 and 50: Hoisting System 533 0 too 150 250 3
Page 51 and 52: Hoisting System 535 where SF, = yie
Page 53 and 54: Hoisting System 537 Table 4-6 (cont
Page 55 and 56: \-I-/ 15" 15" \-I?/ Hoisting System
Page 57 and 58: Hoisting System 541 Figure 4-16. Tr
Page 59 and 60: Hoisting System 543 loads are unexp
Page 61 and 62: Hoisting System 545 Wear and crocks
Page 63 and 64: Hoisting System 547 ,-Wear and crac
Page 65 and 66: Hoisting System 549 Weor of pins an
Page 67 and 68: Hoisting System 551 Wear and crocks
Page 69 and 70: Hoisting System 553 INSPECTION: Hea
Page 71 and 72: Table 4-9 (continued) Hoisting Syst
Page 73 and 74: 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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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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