A wide, shallow sand-bed channel has a slope of 0.00105 (assume smooth channel banks). The average grain size = 0.36 mm at isb = 40.2%. The flow depth of the channel is equal to 3.3 ft at flowrate and cross area of 5380 ft^3/s and 640 ft^2, respectively. Based on Einstein (1950) for total bed-load material transport model using size fraction, Find the following by choosing the correct answer of the following: 5- The bed-load transport qsb (in ft^2/s) using Einstein (1950) model is equal to: 8.85*10^(-3) 5.86*10^(-3) 3.76*10^(-3) Non of them 6- The parameter AE based on suspended - load transport using Einstein (1950) model is equal to: 29.56*10-4 O 13.50*10-4 7.16*10-4 Non of them
A wide, shallow sand-bed channel has a slope of 0.00105 (assume smooth channel banks). The average grain size = 0.36 mm at isb = 40.2%. The flow depth of the channel is equal to 3.3 ft at flowrate and cross area of 5380 ft^3/s and 640 ft^2, respectively. Based on Einstein (1950) for total bed-load material transport model using size fraction, Find the following by choosing the correct answer of the following: 5- The bed-load transport qsb (in ft^2/s) using Einstein (1950) model is equal to: 8.85*10^(-3) 5.86*10^(-3) 3.76*10^(-3) Non of them 6- The parameter AE based on suspended - load transport using Einstein (1950) model is equal to: 29.56*10-4 O 13.50*10-4 7.16*10-4 Non of them
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter3: Weight–volume Relationships
Section: Chapter Questions
Problem 3.24P
Related questions
Question
solve very fast in 15 min and I need a clear answer | dybala
![A wide, shallow sand-bed channel has
a slope of
0.00105 (assume smooth channel banks).
The average grain size = 0.36
mm at isb = 40.2%. The flow depth of the
channel is equal to 3.3
ft at flowrate and cross area of 5380 ft^3/s
and 640 ft^2,
respectively. Based on Einstein (1950) for
total bed-load material transport model
using size fraction, Find the following by
choosing the correct answer of the
following:
5- The bed-load transport qsb (in
ft^2/s) using Einstein (1950) model
is equal to:
8.85*10^(-3)
5.86*10^(-3)
3.76*10^(-3)
Non of them
6- The parameter AE based on
suspended - load transport using
Einstein (1950) model is equal to:
29.56 *10-4
13.50 * 10-4
7.16 *10-4
Non of them
*](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F21bbbcdc-c36f-4cc2-b3c0-8c8d806e65b2%2F76799d23-dea1-445f-89b7-f5d3757f6539%2F2lj4anr_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A wide, shallow sand-bed channel has
a slope of
0.00105 (assume smooth channel banks).
The average grain size = 0.36
mm at isb = 40.2%. The flow depth of the
channel is equal to 3.3
ft at flowrate and cross area of 5380 ft^3/s
and 640 ft^2,
respectively. Based on Einstein (1950) for
total bed-load material transport model
using size fraction, Find the following by
choosing the correct answer of the
following:
5- The bed-load transport qsb (in
ft^2/s) using Einstein (1950) model
is equal to:
8.85*10^(-3)
5.86*10^(-3)
3.76*10^(-3)
Non of them
6- The parameter AE based on
suspended - load transport using
Einstein (1950) model is equal to:
29.56 *10-4
13.50 * 10-4
7.16 *10-4
Non of them
*
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
![Principles of Geotechnical Engineering (MindTap C…](https://www.bartleby.com/isbn_cover_images/9781305970939/9781305970939_smallCoverImage.gif)
Principles of Geotechnical Engineering (MindTap C…
Civil Engineering
ISBN:
9781305970939
Author:
Braja M. Das, Khaled Sobhan
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
![Principles of Geotechnical Engineering (MindTap C…](https://www.bartleby.com/isbn_cover_images/9781305970939/9781305970939_smallCoverImage.gif)
Principles of Geotechnical Engineering (MindTap C…
Civil Engineering
ISBN:
9781305970939
Author:
Braja M. Das, Khaled Sobhan
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