Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
14. A drawdown test was conducted on a new well with results as given below: Given: Pi = 3400 psi C₁ = 18 × 10-6 psi-1 Tw = 0.25 ft t, hr 1.50 3.75 7.50 15.00 37.50 56.25 75.00 112.50 150.00 225.00 Pwir psi 2978 2949 2927 2904 2876 2863 2848 2810 2790 2763 h = 25 ft Mo = 1.8 cp $ = 12% Assuming no wellbore storage, calculate: Average permeability • Skin factor Q = 300 STB/day B, = 1.1 bbl/STB

14. A drawdown test was conducted on a new well with results as given below: Given: Pi = 3400 psi C₁ = 18 × 10-6 psi-1 Tw = 0.25 ft t, hr 1.50 3.75 7.50 15.00 37.50 56.25 75.00 112.50 150.00 225.00 Pwir psi 2978 2949 2927 2904 2876 2863 2848 2810 2790 2763 h = 25 ft Mo = 1.8 cp $ = 12% Assuming no wellbore storage, calculate: Average permeability • Skin factor Q = 300 STB/day B, = 1.1 bbl/STB

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
J 6
14. A drawdown test was conducted on a new well with results as given below: Given: P₁ = 3400 psi C₁ = 18 × 10-6 psi- Tw = 0.25 ft t, hr 1.50 3.75 7.50 15.00 37.50 56.25 75.00 112.50 150.00 225.00 Pwfr psi 2978 2949 2927 2904 2876 2863 2848 2810 2790 2763 h = 25 ft Mo = 1.8 cp $ = 12% Assuming no wellbore storage, calculate: • Average permeability • Skin factor B, Q = 300 STB/day 1.1 bbl/STB =
Transcribed Image Text:14. A drawdown test was conducted on a new well with results as given below: Given: P₁ = 3400 psi C₁ = 18 × 10-6 psi- Tw = 0.25 ft t, hr 1.50 3.75 7.50 15.00 37.50 56.25 75.00 112.50 150.00 225.00 Pwfr psi 2978 2949 2927 2904 2876 2863 2848 2810 2790 2763 h = 25 ft Mo = 1.8 cp $ = 12% Assuming no wellbore storage, calculate: • Average permeability • Skin factor B, Q = 300 STB/day 1.1 bbl/STB =
Expert Solution
steps

Step by step

Solved in 2 steps with 1 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Design criteria for structural loading
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS