Q4:B: Given: the Following Data 13%-in. casing 48 Ib/t Casing Data Surface casing: 1,850 ft of 133/8-in (12.415 in ID), 48 Ib/ft Intermediate: 8,643 ft of 958-in. 32.30 Ib/ft (8.681 in ID) Liner: 8,300 to 14,500 ft of 7-in. (6.672 in ID) 20 Ib/ft Hole Data Bit diameter: 61/8-in. Total Depth (TD): 17,800 ft S et Drill String Data Tapered drill string: 5-in. drill pipe (4.276 in ID) 19.50 Ib/ft to 8,000 ft 80001t 312-in., (2.764 in ID) 13.3 1b/ft t016,800 ft 8300 1t 1,000 ft of 43/4-in. OD x 21/4-in. ID Drill collars Surface system: Three pits: 8.5-ft high, 69-ft wide, 23-ft long. In two pits there is 77 in. of mud, and in the remaining pit there is 65 3%ein. drill pipe 13.3 IbAt in. of mud with drill string in hole. Mud weight: 15.3 Ib/gal Mud pumps: Triplex: 612-in. x 12-in., 50 stk/min, at 95% 7-in. liner 20 Ib/t efficiency | —— 9%-in. casing 32.3 b/t 86431t 14,500 ft 6%-in. open hole 16,800 ft 4¥ein. drill collars 46.7 Ib/ft - Q4:B:Given: the Following DataCasing Data13%-in. casing 48 Ib/ftSurface casing: 1,850 ft of 1338-in (12.415 in ID), 48 lb/ftIntermediate: 8,643 ft of 95/8-in. 32.30 lb/ft (8.681 in ID)Liner: 8,300 to 14,500 ft of 7-in. (6.672 in ID) 20 lb/ft1,850 ftHole DataBit diameter: 61/8-in.5-in. drill pipe 19.5 lb/ftTotal Depth (TD): 17,800 ftDrill String Data96-in. casing 32.3 Ib/ftTapered drill string:5-in. drill pipe (4.276 in ID) 19.50 lb/ft to 8,000 ft312-in., (2.764 in ID) 13.3 lb/ft to16,800 ft1,000 ft of 43/4-in. OD x 214-in. ID Drill collarsSurface system:Three pits: 8.5-ft high, 69-ft wide, 23-ft long. In two pitsthere is 77 in. of mud, and in the remaining pit there is 65in. of mud with drill string in hole.Mud weight: 15.3 lb/galMud pumps: Triplex: 612-in. x 12-in., 50 stk/min, at 95%efficiency8,000 ft8,300 ft8,643 ft32-in. drill pipe 13.3 lb/ft7-in. liner 20 Ib/ft14,500 ft6%-in. open hole16,800 ft44-in, drill collars 46.7 Ib/ft17,800 ftDetermine:1. Determine total mud volume in surface system in bbl.2. Total hole volume with drill pipe in the hole.3. Total circulating system volume.

The system which defines the work and process for each component in construction for the sewer…

Answered: Determine: 1. Determine total mud…

Structural Analysis

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ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

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Q4:B: Given: the Following Data 13%-in. casing 48 Ib/t Casing Data Surface casing: 1,850 ft of 133/8-in (12.415 in ID), 48 Ib/ft Intermediate: 8,643 ft of 958-in. 32.30 Ib/ft (8.681 in ID) Liner: 8,300 to 14,500 ft of 7-in. (6.672 in ID) 20 Ib/ft Hole Data Bit diameter: 61/8-in. Total Depth (TD): 17,800 ft S et Drill String Data Tapered drill string: 5-in. drill pipe (4.276 in ID) 19.50 Ib/ft to 8,000 ft 80001t 312-in., (2.764 in ID) 13.3 1b/ft t016,800 ft 8300 1t 1,000 ft of 43/4-in. OD x 21/4-in. ID Drill collars Surface system: Three pits: 8.5-ft high, 69-ft wide, 23-ft long. In two pits there is 77 in. of mud, and in the remaining pit there is 65 3%ein. drill pipe 13.3 IbAt in. of mud with drill string in hole. Mud weight: 15.3 Ib/gal Mud pumps: Triplex: 612-in. x 12-in., 50 stk/min, at 95% 7-in. liner 20 Ib/t efficiency | —— 9%-in. casing 32.3 b/t 86431t 14,500 ft 6%-in. open hole 16,800 ft 4¥ein. drill collars 46.7 Ib/ft -

Q4:B:
Given: the Following Data
Casing Data
13%-in. casing 48 Ib/ft
Surface casing: 1,850 ft of 1338-in (12.415 in ID), 48 lb/ft
Intermediate: 8,643 ft of 95/8-in. 32.30 lb/ft (8.681 in ID)
Liner: 8,300 to 14,500 ft of 7-in. (6.672 in ID) 20 lb/ft
1,850 ft
Hole Data
Bit diameter: 61/8-in.
5-in. drill pipe 19.5 lb/ft
Total Depth (TD): 17,800 ft
Drill String Data
96-in. casing 32.3 Ib/ft
Tapered drill string:
5-in. drill pipe (4.276 in ID) 19.50 lb/ft to 8,000 ft
312-in., (2.764 in ID) 13.3 lb/ft to16,800 ft
1,000 ft of 43/4-in. OD x 214-in. ID Drill collars
Surface system:
Three pits: 8.5-ft high, 69-ft wide, 23-ft long. In two pits
there is 77 in. of mud, and in the remaining pit there is 65
in. of mud with drill string in hole.
Mud weight: 15.3 lb/gal
Mud pumps: Triplex: 612-in. x 12-in., 50 stk/min, at 95%
efficiency
8,000 ft
8,300 ft
8,643 ft
32-in. drill pipe 13.3 lb/ft
7-in. liner 20 Ib/ft
14,500 ft
6%-in. open hole
16,800 ft
44-in, drill collars 46.7 Ib/ft
17,800 ft
Determine:
1. Determine total mud volume in surface system in bbl.
2. Total hole volume with drill pipe in the hole.
3. Total circulating system volume.

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