Answered: 14. A soil has a discharge velocity of…

14. A soil has a discharge velocity of 6x 10-7m/s and a void ratio of 0.5. its seepage velocity is 18x 10-7m/s a) b) 12x 10-7m/s c) 6x 10-7m/s d) 3x 10-7m/s

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter9: In Situ Stresses

Section: Chapter Questions

Problem 9.6P

See similar textbooks

Related questions

Q: (Bernoulli/continuity) Water flows steadily through a diverging tube as shown in the figure below.…

A: Given data: d1=0.52 ftd2=0.70 ftd3=0.92 ftSG=2y=2.4 ft

Q: 4. Find the dimensions of a concrete lined open channel used to convey a discharge of 70 m/s. The…

A: Given data Discharge Mannings roughness coefficient Side slope Bed slope

Q: 20 IN H 1=3 m 3 d 1=3 m 1-3 m Which of the following most nearly gives the force in member cd due to…

Q: Problem 2. The following observations were taken during a tacheometric survey using the stadia lines…

A: Given- The observation obtained from tacheometric survey using stadia lines of a theodolite.…

Q: Compute the DMD of Line 1-2 of the traverse data shown. LINES LATITUDE DEPARTURE DMD DOUBLE AREA 1-2…

Q: 1. Find the center of gravity of a semicircular section having outer and inner diameters of 200 mm…

Q: A simply supported wood beam of length L = 12 ft carries a concentrated load Pat midspan, as shown.…

Q: Answer in whole number w C A x В L- L/2

Q: The figure below shows a shaft of three segments It is restrained (fixed support) at both sides and…

Q: 1. Solve the axial forces of the members indicated in the box below. 50 KN 75 KN 25 KN 3.00 m 3.00 m…

Q: Situation 4. Determine the Centroid of the configuration of the steel sections below. Also determine…

Q: The figure below shows a shaft of three segments. It is restrained (fixed support) at both sides and…

A: Finding out twist developed in steel from support B.

Q: A column is supported on a footing as shown in the figure below. The water table is at a depth of 10…

A: Given- Water table at a depth of 10 m, Size of footing- 1.5 m × 3 m, Depth of footing Df=1 m, Unit…

Q: Which of the following is the equation of the deflection curve at segment AB? P kN/m В A 000 2 O…

Q: t www h. The steel structure is loaded as shown. hc = 4 m, Lb = 3m, P = 40 KN, E = 200 GPa, Ib Ic=…

Q: the given figure: Let P = 26kN, L = 8m, a = 3m %3D equation of the slope is EIy = Pa (-+L),…

Q: From the beam shown. Let P = 30 kN, Q = 2 kN/m, L =6m. PKN L/3 m QkN/m Lm Determine the following;…

Q: 6. A biodegradable fuel having a specific gravity of 0.95 and a viscosity of 0.04 grams per cen-…

A: Solution (6) Reynolds number of the biodegradable fuel is calculated by. Re =ρvDμv =Re ×μρD Where, ρ…

Q: Ias 글 RAz2-Mo (z-블〉 + Ci, Ely = Mo B –L/2- -L/2– = 59kNm. L = 12m ine the EI0 at point A

Q: The deustty of population over 250/heetere 40 heetare I tee water supply demand per day and sewage…

Q: 13-5. Air pressure in the cylinder is increased by exerting forces P= 2 kN on the two pistons, each…

A: The solution for Question No 13-5 is as follows: Given Data: The air pressure in the cylinder is P=2…

Q: 11. What is the significance of the number of the sieves? To be precise, what does 200 mean in # 200…

Q: 1. Find the center of gravity of a semicircular section having outer and inner diameters of 200 mm…

Q: 4. A trapezoidal channel of bed width 8.0 m, side slopes are 1:1, longitudinal bed slope = 12 cm/Km,…

Q: Mechanical analysis on four different samples designated as A, B, Cand D were carried out in a soil…

Q: 3. From the figure, AB is connected by a hinge at A. It is supported by a rod CD at C. The rod is…

Q: 24 m^4

Q: Two rods vertically connect beams AB and CD as shown in the figure Point A is fixed supported while…

Q: A 1.30 in. diameter solid steel shaft supports loads PA = 55 Ib, Pc = 165 lb, and PE = 45 lb. Assume…

Q: 6. A cylindrical sample of soil is iso-tropically compressed at 150 KPa under drained condition.…

A: A sample is compressed at 150 kpa at under drained condition and change in radial stress 300 kpa and…

Q: 2. Show an example of the design process of an actual finished structure (The structure does not…

A: Introduction- It translates the client's or occupant's requirements, demands, and ideas into a…

Q: 6. A cubic tank is completely filled with water. What will be the ratio of the hydrostatic force…

A: To find: Ratio of hydrostatic force exerted on base and on any of the vertical sides

Q: A tube is used as shaft wherein 90 kW of power is transmitted. If its outer and inner diameter are…

A: To find the frequency-

Q: A 3 m high vertical earth retaining wall retains a dry granular backfill with angle of internal…

Q: A dam 6m on top, 12m at the bottom and 20m high has water 15m depth acting on its vertical side. 2.…

A: Given top = 6m bottom = 12 m height = 20m depth of water = 15m here I was taking calculations…

Q: From the given figure: Let P = 55kips, L = 16ft, a = 6ft if the equation of the slope is EIf =…

Q: 2. Draw the FBD. Find the support reactions in A and tension force in the cable. P =8 KN. 0.5m 0.75m…

A: In question number 2, we have to find forces and tension in rigid body and rope respectively by…

Question

14. A soil has a discharge velocity of 6x 10-7m/s and a void ratio of
0.5. its seepage velocity is
18x 10-7m/s
a)
b) 12x 10-7m/s
c)
6x 10-7m/s
d) 3x 10-7m/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

A soil has a discharge and a void ratio of is. A B C D 18x10-7 m/sec 12×10-7 m/sec 24×10 m/sec 36x107 m/sec velocity of 6×10¯7 m/sec Its .50. seepage velocity
- A soil has discharge velocity of 5 x 10-7 m/s and a void ratio of 0.50. Its seepage velocity will be (a) 15 x 10-7 m/s (c) 20 x 10-7 m/s (b) 10 x 10-7 m/s (d) 30 x 10-7 m/s
A soil has a discharge velocity of 6 x 10-7 m/s and a void ratio of 0.5. Its seepage velocity is (a) 18 x 10-7 m/s (b) 12x 10-7 m/s (c) 6 x 10-7 m/s (d) 3 x 10-7 m/s
Q- If a soil has a voids ratio of 0.68 and water percolating through it has a discharge velocity of 1.35*10-2cm/s. Calculate its seepage velocity.
Problem The saturated soil specimen shown below has a permeability of 0.005 cm/sec, a porosity of 38%, and a cross-sectional area of 22 cm². Two standpipes are placed at points A and B as shown below. The specimen has reached a steady state condition after flushing it with water for 1 hr. Datum ttttt h₁ = 100 cm 50 cm L = 50 cm B 40 cm h₂ = 80 cm Determine: 1. 2. Elevation head (in cm) at points A and B. Pore water pressure (in kPa) at points A and B. 3. Discharge velocity (in cm/sec) through the sample. 4. 5. What is the quantity of flow through the sample in cm³/day? What is the magnitude of the seepage velocity (in cm/sec)? OUT
Determine vertical permeability of soil
Soil mechanics ضحثعفجضمبتةئزذز
From the given figure shown, the discharge velocity of the water through the soil is 0.08 em/s. with a void ratio of 0.60, O Compute the coeff. of permeability in cm/sec. ® Compute the seepage velocity in cm/sec. O Compute the seepage force per unit volume.
i need clear flow step by step solution
Qus - If the void ratio and discharge velocity for soil is 0.5 and 6 * 10^-7 * m / s respectively, what is the value of seepage velocity (m/s)?
_If the soil has discharge velocity is 9*10-7cm/s and the voids ratio of 0.5, then the seepage velocity will be -
2. A canal and a river run parallel an average of 250 feet apart. The elevation of the water surface in the canal is at +1050 feet and in the river at +1021 feet. A stratum of sand intersects both the river and the canal below their water levels. The sand is 6 feet, and is sandwiched between strata of impervious clay. Compute the seepage loss q from the canal in ft/day-mile if the permeability of the sand is 2(10)3 ft. / sec.