I need answer within 20 minutes please please with my best wishes Assignment 2Two soils, soil A and soil B arranged inthemannershowninfigureinrectangularquantity of flow in each case. Considertubes.Determinetheunit width of tube.El (m)El (m)4.54.53.03.0Soil Ak = 0.1 cm/s1.5Soil Bk = 0.01 cm/s- 1.5m-0.75 m 0.75 mSoil Ak = 0.1 cm/sSoil Bk = 0.01 cm/s

Answered: Image /qna-images/answer/7f3effe0-63e2-4acd-9a5b-299dc7a643da.jpg

Two soils, soil A and soil B arranged in the manner shown in figure in tubes. Determine rectangular quantity of flow in each case. Consider the unit width of tube. 티 (m) El (m) 4.5 4.5 3.0 3.0 Soil A k = 0.1 cm/s 1.5, Soil B k = 0.01 cm/s 1.5 m - 0.75 m 0.75 m Soil A k = 0.1 cm/s Soil B k = 0.01 cm/s

Two soils, soil A and soil B arranged in the manner shown in figure in tubes. Determine rectangular quantity of flow in each case. Consider the unit width of tube. 티 (m) El (m) 4.5 4.5 3.0 3.0 Soil A k = 0.1 cm/s 1.5, Soil B k = 0.01 cm/s 1.5 m - 0.75 m 0.75 m Soil A k = 0.1 cm/s Soil B k = 0.01 cm/s

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter8: Stresses In A Soil Mass

Section: Chapter Questions

Problem 8.13P

See similar textbooks

Related questions

Q: I did not pay the subscription amount in order for my questions to be rejected!!! Please I need…

A: Solution: Given: Column Span = 3.3 m fck = 30.5 MPa fy = 472 MPa DL = 3.55 kPa LL = 4.55 kPa

Q: EC, LS, LC, TF, and FF. Preceding Activity Time A,F

A: Given:- Network diagram To find:- total project duration ES,EC,LS,LC,TS,FF

Q: What is the advantages of good environmental Ergonomic such as light, noise, heat, cold and…

A: Ergonomics is the study of discovering the best match among individuals and their jobs. When it…

Q: The expected finishing date for the project with 85% probability. * Actv. Duration (month) a m b…

Q: Directions: Match the activities inside the box with the pictures of ways on mitigating the impact…

A: To find:- Match the pairs

Q: 1. Determine the Degree of Freedom of the following Structure 25 KN 15 KN/m 2km F. - 3 m- -15 ft…

A: Given data in question Structures To find out Degree of kinematic indeterminacy Dk= degree of…

Q: Please send right answer

A: Coal-fired power stations necessitate considerable investments in emissions control systems such as…

Q: Activity List for a Reroofing Project Activity Description 1 Mobilize 2 Set up scaffolding 3…

Q: 3)Determine the Greenwich Civil Time when it is: a) 6:50 AM at 60° West longitude b) 10:00 AM at…

Q: 1) Define active fire protection system and its importance in a building.

A: Objective: To define active fire protection system and state its importance in a building.…

Q: of

Q: Internship Program Goals and Professional Plans of Civil Engineering Student

A: Internship program is experience program in which graduates can gain experience offered by an…

Concept explainers

Pressure and Stress

Question

I need answer within 20 minutes please please with my best wishes

Assignment 2
Two soils, soil A and soil B arranged in
the
manner
shown
in
figure
in
rectangular
quantity of flow in each case. Consider
tubes.
Determine
the
unit width of tube.
El (m)
El (m)
4.5
4.5
3.0
3.0
Soil A
k = 0.1 cm/s
1.5
Soil B
k = 0.01 cm/s
- 1.5m-
0.75 m 0.75 m
Soil A
k = 0.1 cm/s
Soil B
k = 0.01 cm/s

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

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.

Similar questions

Problem 2 Figure shows the layers of soil in a tube 100 mm x 100 mm in cross-section water is supplied to maintain a constant head difference of 400 mm across the sample. The hydraulic conductivities of the soils in the direction of flow through them are as follows: Compute the rate of supply in cm³/hr. Water supply ao Direction of flow 400 A em sắc cm/sec. 200 200 hA ננות B C 2|K=3x10-¹K-S5x104 cm/sec. 200 ונות 600 ונות ווננת ;00 Out flow O 100 100
Q1 along points A,B,C,D 5m A 5m Soil A 5m Soil B 2m 3m 3m Datum I kA = 10 kg
Answers a) 47.06 kPa b) 78.03 kPa c) 108.30 kPa
A concrete dam retains water to a height of 9 m. It has rows of sheet piling at both heeland toe which extend half way down to an impervious stratum. From a flow net sketchedon a transformed section, it is found that there are four flow channels and sixteen headdrops. The average horizontal and vertical permeabilities of the soil are 6 × 10^–3 mm/sand 2 × 10^–3 mm/s, respectively. What is the seepage in cubic meter per day, if the lengthof the dam is 150 meters?
resolve problem: Redo problem (5.3) but with sand instead of clay as shown in the figure below.(Ans.: Si(Total) = 5.75 mm) "please resolve the problem 5.3 but sand instead of clay" "solve all problem"
These equations can be applied for dry soil, except: a) Sre = wGs b) Gspw /1+ e c) Ms / V d) P, /1 + w O D В
Problem: -pdf Open with The figure shows layers of soil in a tube that is 100 mm x 100 mm in cross section water is supplied to maintain a constant head difference of 300 mm. across the sample. The hydraulic conductivities of the soils in the direction of flow through them are as follows. K (cm/sec) 10-2 3x 103 4.9 x 104 Soil A B C Hlaser supply 300 m Out flow Direcrion of low Sail Sail Soil a) Find the rate of water supply in cm /hour. b) Find the value of h c) Find the value of hg.
VIUCIICS ITUIII T ait (a) anu uie iItasuitu SIIcal wavt včioCItIES. 6.7 Determine and plot the backbone curve that would correspond to the Vucetic-Dobry modulus reduction curve for a clay with PI = 15.
‘م السبت ۲۹ مایو The total volume of a soil specimen is 80,000 mm3 and it weighs 150 grams. The dry weight of the specimen is 130 grams and the density of the soil solids is 2680 Kg/m3. Find the Specific Gravity of Soil Gs. knowing that pwater3D1000kg/m3 Select one: a. 2.68 b. 2.78 O c. 2.90 d. 2.88 Next page Jump to... Announcements ►
A DrahmedsoilMechanicsnoteschapter5.pdf EMENT%20LURI/Downloads/DrahmedsoilMechanicsnoteschapter5.pdf of 62 Q 3.50 m 5.27 The dam shown in Figure is located on the anisotropic soil. The coefficients of permeability in the x and z directions are 5*107 and 1.8*10 m/s, respectively. Determine the quantity of seepage under the dam. Ans.: Nr = 3.25, Na = 12, q = 1.1 10 m/sec/m 15.00 m 1.00 m 3.00 m 8.00 m 33.00 m 8.00 m Soil Mechanics (177) Civil Eng. Dept, - College of Eng Assistant Prof. Dr. Ahmed Al-Obaidi 12:05 AM 4/12/2021 144 8. U. H. J. MI
Earth is required to be excavated from the borrow pits for buildingembankment as shown in the figure. The moisture unit weight ofthe borrow pits is 18 kN/m3 and its water content is 8%. Estimatethe quantity of earth required to be excavated per meter length ofembankment. The dry unit weight required for the embankment is15 kN/m3 with a moisture content of 10%. Assume the specificgravity of the solids as 2.67. Also determine the degree ofsaturation of the embankment and volume of the water in theembankment
No. Page Exercire 3-1. A ground soil profile is shown below. Find the vertical o verburden ettective pressure and plot the distribution curve. 120m GL Clay GWL 1-19 kN/m 1IG Ysat 2okN/ Sand teat 19.5 kN/m Clay dsat = 21 kN/m3 07