Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
Example 10.1: - SP and Resistivity (shallow and deep) logs are shown in Figure 10.1 in front of sandstone formation. And from the following information: Rmf= 2.0 @ 70 °F, surface temperature = 60 °F Rm = 2.5 @70 °F, TD = 10500 ft, BHT = 164 °F, d;= 33 in Find Rw value by: 1.) Chart. 2.) Equation. SP RESISI IVII Y SO SHORT NORMAL INDUCTION Figure 10.1 SP and Resistivity Logs 8100 8200

Example 10.1: - SP and Resistivity (shallow and deep) logs are shown in Figure 10.1 in front of sandstone formation. And from the following information: Rmf= 2.0 @ 70 °F, surface temperature = 60 °F Rm = 2.5 @70 °F, TD = 10500 ft, BHT = 164 °F, d;= 33 in Find Rw value by: 1.) Chart. 2.) Equation. SP RESISI IVII Y SO SHORT NORMAL INDUCTION Figure 10.1 SP and Resistivity Logs 8100 8200

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
Please mark on chart with solution
Example 10.1: - SP and Resistivity (shallow and deep) logs are shown in Figure 10.1 in front of sandstone formation. And from the following information: Rmf= 2.0 @ 70 °F, surface temperature = 60 °F Rm = 2.5 @70 °F, TD = 10500 ft, BHT = 164 °F, d;= 33 in Find Rw value by: 1.) Chart. 2.) Equation. SP RESISIIVII Y -SO SHORT NORMAL INDUCTION Figure 10.1 SP and Resistivity Logs 8100 8200
Transcribed Image Text:Example 10.1: - SP and Resistivity (shallow and deep) logs are shown in Figure 10.1 in front of sandstone formation. And from the following information: Rmf= 2.0 @ 70 °F, surface temperature = 60 °F Rm = 2.5 @70 °F, TD = 10500 ft, BHT = 164 °F, d;= 33 in Find Rw value by: 1.) Chart. 2.) Equation. SP RESISIIVII Y -SO SHORT NORMAL INDUCTION Figure 10.1 SP and Resistivity Logs 8100 8200
8-in. Hole; 3%-in. Tool, Centered 1.0 100 d; (in.) 20 90 30 30 80 70 1.5 Correction factor 60 EssP (%) 20 2.0 50 50 2.5 40 E3.0 100 3.5 30 4.0 5.0 200 20 4 3 20 15 10 9 8 7 6 5 70 50 40 30 Bed thickness, h (ft) 20 35 30 30
Transcribed Image Text:8-in. Hole; 3%-in. Tool, Centered 1.0 100 d; (in.) 20 90 30 30 80 70 1.5 Correction factor 60 EssP (%) 20 2.0 50 50 2.5 40 E3.0 100 3.5 30 4.0 5.0 200 20 4 3 20 15 10 9 8 7 6 5 70 50 40 30 Bed thickness, h (ft) 20 35 30 30
Expert Solution
steps

Step by step

Solved in 2 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Site plan requirements
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.
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