An unlined irrigation canal has been aligned parallel to a river, as shown (next page). This cross-section continues for 5.25 miles (length of irrigation canal). The predominant soils are generally clayey soils with extremely low permeability, but the geotechnical engineer realized that a 6 in thick sand seam is present as shown (thickness perpendicular to the flow). The sand has a hydraulic conductivity of 8.2 x 10 cm/sec. (A) Compute the water loss from the canal to the river due to seepage through this sand layer and express your answer in acre-foot per month. Note: One acre-foot is the amount of water that would cover one acre of ground to a depth of one foot, and thus equals 43,560 ft.
An unlined irrigation canal has been aligned parallel to a river, as shown (next page). This cross-section continues for 5.25 miles (length of irrigation canal). The predominant soils are generally clayey soils with extremely low permeability, but the geotechnical engineer realized that a 6 in thick sand seam is present as shown (thickness perpendicular to the flow). The sand has a hydraulic conductivity of 8.2 x 10 cm/sec. (A) Compute the water loss from the canal to the river due to seepage through this sand layer and express your answer in acre-foot per month. Note: One acre-foot is the amount of water that would cover one acre of ground to a depth of one foot, and thus equals 43,560 ft.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Hydraulic Conductivity
Section: Chapter Questions
Problem 6.7P
Related questions
Question
Subject soil Mechanics
![An unlined irrigation canal has been aligned parallel to a river, as shown (next page). This
cross-section continues for 5.25 miles (length of irrigation canal).
The predominant soils are generally clayey soils with extremely low permeability, but the
geotechnical engineer realized that a 6 in thick sand seam is present as shown (thickness
perpendicular to the flow).
The sand has a hydraulic conductivity of 8.2 x 102 cm/sec.
(A) Compute the water loss from the canal to the river due to seepage through this sand
layer and express your answer in acre-foot per month.
Note: One acre-foot is the amount of water that would cover one acre of ground to
a depth of one foot, and thus equals 43,560 ft.
(B) How high should the river rise (elevation with respect to the undisclosed datum) to
reduce the water loss in half?
el. 187 ft
Canal
Sand seam
500 ft
Clay
Clay
el. 121 ft
River](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F93c89597-7ce2-4451-bd61-6716aa1c2201%2F3cb0d970-1bcc-4036-9c26-d163293fcee5%2Fbf014y_processed.jpeg&w=3840&q=75)
Transcribed Image Text:An unlined irrigation canal has been aligned parallel to a river, as shown (next page). This
cross-section continues for 5.25 miles (length of irrigation canal).
The predominant soils are generally clayey soils with extremely low permeability, but the
geotechnical engineer realized that a 6 in thick sand seam is present as shown (thickness
perpendicular to the flow).
The sand has a hydraulic conductivity of 8.2 x 102 cm/sec.
(A) Compute the water loss from the canal to the river due to seepage through this sand
layer and express your answer in acre-foot per month.
Note: One acre-foot is the amount of water that would cover one acre of ground to
a depth of one foot, and thus equals 43,560 ft.
(B) How high should the river rise (elevation with respect to the undisclosed datum) to
reduce the water loss in half?
el. 187 ft
Canal
Sand seam
500 ft
Clay
Clay
el. 121 ft
River
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.
This is a popular solution!
Trending now
This is a popular solution!
Step by step
Solved in 3 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
![Fundamentals of Geotechnical Engineering (MindTap…](https://www.bartleby.com/isbn_cover_images/9781305635180/9781305635180_smallCoverImage.gif)
Fundamentals of Geotechnical Engineering (MindTap…
Civil Engineering
ISBN:
9781305635180
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781305081550/9781305081550_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781305081550
Author:
Braja M. Das
Publisher:
Cengage Learning
![Fundamentals of Geotechnical Engineering (MindTap…](https://www.bartleby.com/isbn_cover_images/9781305635180/9781305635180_smallCoverImage.gif)
Fundamentals of Geotechnical Engineering (MindTap…
Civil Engineering
ISBN:
9781305635180
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781305081550/9781305081550_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781305081550
Author:
Braja M. Das
Publisher:
Cengage Learning