Q2/ Casing with OD=9.625 in, ID=8.535 in, to be cemented at a depth-13300 ft in 12.25 in borehole. A 40 ft Shoe Joint will be used between float collar and Guide Shoe. It is desired to place 2500 ft of cement in the annulus. Cement Class H, each sack of cement mixed with 4.3 gal of water to which is added 18% salt (hy weight of water).Compute: (1) Slurry density. (2) Slurry yield. (3)Numbe. of sacks of cement reauired. (4) Cementing operation Time. Assume that cement can be mixed at a rate of 20 sacks(min and displaced at a rate of 9 bbl/min. Use excess of 1.5.

Q2/ Casing with OD=9.625 in, ID=8.535 in, to be cemented at a depth-13300 ft in 12.25 in borehole. A 40 ft Shoe Joint will be used between float collar and Guide Shoe. It is desired to place 2500 ft of cement in the annulus. Cement Class H, each sack of cement mixed with 4.3 gal of water to which is added 18% salt (hy weight of water).Compute: (1) Slurry density. (2) Slurry yield. (3)Numbe. of sacks of cement reauired. (4) Cementing operation Time. Assume that cement can be mixed at a rate of 20 sacks(min and displaced at a rate of 9 bbl/min. Use excess of 1.5.

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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