7.22 Refer to Figure 7.24. The following data were collected during the field per- meability measurement of a confined aquifer using a pumping test. Determine the hydraulic conductivity of the permeable layer. Use Eq. (7.49). Thickness of the aquifer, H = 4.5 m Piezometric level and radial distance of the first observation well: h₁ = 2.9 m; r₁ = 17.8 m Piezometric level and radial distance of the second observation well: h₂ = 1.8 m; r₂ = 8.1 m Rate of discharge from pumping, q = 0.5 m³/min q logo k (7.49) 2.727H(h, h₂) dr Piezometric level during pumping Impermeable layer Confined aquifer Test well Observation wells Figure 7.24 Pumping test from a well penetrating the full depth in a confined aquifer Piezometric level before pumping h dh THA
7.22 Refer to Figure 7.24. The following data were collected during the field per- meability measurement of a confined aquifer using a pumping test. Determine the hydraulic conductivity of the permeable layer. Use Eq. (7.49). Thickness of the aquifer, H = 4.5 m Piezometric level and radial distance of the first observation well: h₁ = 2.9 m; r₁ = 17.8 m Piezometric level and radial distance of the second observation well: h₂ = 1.8 m; r₂ = 8.1 m Rate of discharge from pumping, q = 0.5 m³/min q logo k (7.49) 2.727H(h, h₂) dr Piezometric level during pumping Impermeable layer Confined aquifer Test well Observation wells Figure 7.24 Pumping test from a well penetrating the full depth in a confined aquifer Piezometric level before pumping h dh THA
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
7.22
![7.22 Refer to Figure 7.24. The following data were collected during the field per-
meability measurement of a confined aquifer using a pumping test. Determine
the hydraulic conductivity of the permeable layer. Use Eq. (7.49).
Thickness of the aquifer, H = 4.5 m
Piezometric level and radial distance of the first observation well:
h₁ = 2.9 m;r,= 17.8 m
Piezometric level and radial distance of the second observation well:
h₂ = 1.8 m; r₂ = 8.1 m
Rate of discharge from pumping, q = 0.5 m³/min
q logo
k
(7.49)
2.727H(h, - h₂)
Piezometric level
during pumping
h₂
Impermeable layer
Confined aquifer
Test well
Observation wells
Figure 7.24 Pumping test from a well penetrating the full depth in a confined aquifer
Piezometric level
before pumping
4
h dh
✓
TEA](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb04446ea-b2d1-436b-b326-5229e1d9467f%2F708c11ba-408b-4d10-be5f-080b11805372%2F0dlvcg_processed.jpeg&w=3840&q=75)
Transcribed Image Text:7.22 Refer to Figure 7.24. The following data were collected during the field per-
meability measurement of a confined aquifer using a pumping test. Determine
the hydraulic conductivity of the permeable layer. Use Eq. (7.49).
Thickness of the aquifer, H = 4.5 m
Piezometric level and radial distance of the first observation well:
h₁ = 2.9 m;r,= 17.8 m
Piezometric level and radial distance of the second observation well:
h₂ = 1.8 m; r₂ = 8.1 m
Rate of discharge from pumping, q = 0.5 m³/min
q logo
k
(7.49)
2.727H(h, - h₂)
Piezometric level
during pumping
h₂
Impermeable layer
Confined aquifer
Test well
Observation wells
Figure 7.24 Pumping test from a well penetrating the full depth in a confined aquifer
Piezometric level
before pumping
4
h dh
✓
TEA
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 2 steps with 2 images
![Blurred answer](/static/compass_v2/solution-images/blurred-answer.jpg)
Knowledge Booster
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](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Structural Analysis](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Fundamentals of Structural Analysis](https://www.bartleby.com/isbn_cover_images/9780073398006/9780073398006_smallCoverImage.gif)
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
![Sustainable Energy](https://www.bartleby.com/isbn_cover_images/9781337551663/9781337551663_smallCoverImage.gif)
![Traffic and Highway Engineering](https://www.bartleby.com/isbn_cover_images/9781305156241/9781305156241_smallCoverImage.jpg)
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning