5. The permeability of 160-acre formation drained by a single well is 15 mD. The well is heavily acidized to a permeability of 250 mD and a radius of 30 ft, and then completed. During well completion a 2 ft thick damaged zone developed in the vicinity of the wellbore. The permeability of this damaged segment is 4 mD. The wellbore radius is 0.5 ft. Calculate the average permeability of this drainage area.
5. The permeability of 160-acre formation drained by a single well is 15 mD. The well is heavily acidized to a permeability of 250 mD and a radius of 30 ft, and then completed. During well completion a 2 ft thick damaged zone developed in the vicinity of the wellbore. The permeability of this damaged segment is 4 mD. The wellbore radius is 0.5 ft. Calculate the average permeability of this drainage area.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter11: Compressibility Of Soil
Section: Chapter Questions
Problem 11.16P
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![5. The permeability of 160-acre formation drained by a single well is 15 mD. The well is heavily
acidized to a permeability of 250 mD and a radius of 30 ft, and then completed. During well
completion a 2 ft thick damaged zone developed in the vicinity of the wellbore. The
permeability of this damaged segment is 4 mD. The wellbore radius is 0.5 ft. Calculate the
average permeability of this drainage area.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F58e2340a-9872-40cb-87ef-8a6027a318fa%2Faa329a56-690a-4426-98fc-d02f4d68796b%2Fcniarxj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:5. The permeability of 160-acre formation drained by a single well is 15 mD. The well is heavily
acidized to a permeability of 250 mD and a radius of 30 ft, and then completed. During well
completion a 2 ft thick damaged zone developed in the vicinity of the wellbore. The
permeability of this damaged segment is 4 mD. The wellbore radius is 0.5 ft. Calculate the
average permeability of this drainage area.
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