THE FOLLOWING INFORMATION IS TO BE USED IN THE NEXT 5 (FIVE) QUESTIONS.Consider the following data for a drillstring composed of only drillpipes (DP) and bit:Drillstring:• DP OD = 5 in.• DP ID = 4.2 in.• DP stand length = 90 ftMud pump:• Type = Triplex, single acting• Liner dia. = 6.5 in.• Stroke length = 12 in.• Volumetric efficiency = 95%• Flow rate = 400 gpmWell:• Depth (measured) = 12,000 ft• Hole size = 9 in.%3D CAHow many strokes are required to pump from surface to bit?How many strokes are required to pump from bit to surface?How many strokes are required to fill up the hole after 10 stands being pulled dry?

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Answered: How many strokes are required to pump…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Sect 4.4 3D IPVanish VPN Debloat Windo Problem 4.32 The pipe assembly is subjected to the force of F= (650 i+ 800 j- 550 k}N. (Figure 1) Part A Determine the z, y, and z components of the moment of this force about point A Express your answers using three significant figures separated by commas. GLAEO t vec ? Me, My, M, = N-m Submit Request Answer Provide Feedback Figure 05 m 04m
Pickup the incorrect statement from the following Select one: a. Total head loss is equal to the summation of Major loss and Minor loss b. The summation of branch pipes discharge is equal to main pipe discharge for pipes in parallel c. The discharge through each pipe will be same for pipes in series d. Minor loss is equal to head loss due to friction in each pipe
Question 1: Mr. Yaseen is the Chief Engineer at one company. He assigned his staff engineers to design hydraulic piping system of three connected tanks. For the given information and knowing that friction coefficient of each pipe is 0.03, it is required to compute the velocity at each pipe. Neglect the fitting losses. Elevation = 838 ft V (A) D = 1.0 ft { = 800ft f (1) D = 1.1 ft € = 700 ft (3) D = 1.2 ft € = 600 ft Elevation = 850 ft (B) B Elevation = 805 ft. (s) C
This vertical pipeline with attached gage and manometer contains oil and mercury as shown. The manometer is open to the atmosphere. There is no flow in the pipe. What will be the gage pressure reading at A? correction: 3.75 mm should be 375 mm en Me Do not write the unit. You will only input the numerikal answer in the space provided. Unit of the Correct Answer. kPa Decimal Places required in the firal answer 3
Question 6 In the schematic below, water flows through the pipe and enters a sudden contraction nozzle. To hold the nozzle in place, calculate the axial component of an anchoring force (FA) that would be necessary. Provide a sketch of your control volume. p = 1.940 slugs/fts, 1 ft = 12 inches, 1 lb-s? = 1 slug-ft Section (1) Uniform flow P-75[psi] V,-25[ft/s] Section (2) Uniform flow P2=0 [psi] V=100[ft/s] D;=3 [in] Flow in circular pipe Flow in circular pipe Sudden contraction nozzle
Tow oil tanks are connected with a pip that has a constant radius, the readings of the two gauges and the elevations are as follow; p1 p2 z1 z2 Oil SG psi psi (ft) (ft) 40.4 95.7 56.8 68.2 0.8 Determine and justify the flow direction of oil in the pipe 2. 1.
Column Design: Given: a circular column carrying a compressive load of 8500 lb with pinned ends. The length is 50 in. Use SAE 4140 OQT 1000 steel and a design factor of 3.0. c) Diameter of the column: D = ____ in. directly from your calculation. Input your answer to 2 decimal place. Clue: using equatin 6-11.
Given Pipe 1: D1=200mm f1= .019 Q1 = 180 L/s L1 =80 m Pipe 2: D2=150 mm f2= 0.020 Q2=? L2 = 150 m Pipe 3 D3= 100 mm f3= 0.021 Q3=? L3 = 140 m Total head loss = 15 m Compute: Q2, Q3 and Q
Prepare and complete the differential level notes for the information shown in the accompanying table. Include the customary arithmetic check. STA BS HI FS ELEV BMa 0.53 223.96 TP1 0.33 1.20 ТР2 2.75 2.21 ТРЗ 3.44 1.68 BMb 0.95
The actual pipe length of diameter 80 mm is 66 m. Along the pipe there are two 90° elbows, one globe valve and one 90° long radius bend. Determine the equivalent and the effective pipe length.
For the pipe system, determine Q. 150 R = 2 80 II R = 1 R = 3 R =1 30 R = 2 Q Answer:
THE FOLLOWING INFORMATION IS TO BE USED IN THE NEXT 2 (TWO) QUESTIONS. Twelve (12) lines are strung between the blocks in a frictionless block-and-tackle system of a drilling rig. The drilling line has a strength capacity of 120,000 lbf. Determine the travelling block velocity when hoisting a load of 330,000 lbf if the power at the drawworks is 2,000 hp. Determine the safety factor used if the maximum load that can be supported by the hook is 720,000 Ibf. is

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How many strokes are required to pump from surface to bit? How many strokes are required to pump from bit to surface?