What is the difference of average shear stress at the bottom and the side of a rectangular flume 3.2 m wide, flowing 1.1 m deep and laid on a slope of 1.3 m per 1000 m? (Take density of water 9.81 kN/m3)

What is the difference of average shear stress at the bottom and the side of a rectangular flume 3.2 m wide, flowing 1.1 m deep and laid on a slope of 1.3 m per 1000 m? (Take density of water 9.81 kN/m3)

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Lateral Earth Pressure

Section: Chapter Questions

Problem 16.19P

See similar textbooks

Related questions

Q: Which of the following most nearly gives the elastic deformation in the bronze rod? a. 0.58 mm b. 1...

Q: Determine the value of "As"

Q: Suggest suitable foundation system for three different soil and site conditions as follows: a) Unifo...

A: Structural foundations are structural components that carry structural loads to the ground without o...

Q: Determine the force in each member of the loaded truss using the method of joints. C D 2 m 2 m E 2 m...

A: We have to determine the force in each member of the loaded truss using the method of joint as per t...

Q: Analysis of determinate frames. Draw the normal, shear, and moment diagram of the loaded frame and a...

Q: Question 3: For an inorganic soil the following grain - size analysis is given. U.S sieve Percent an...

A: Given data - THE SIEVE ANALYSIS IS GIVEN AS - To find - Classification based on 1 - AASHTO 2 - U...

Q: 4. Shear and Moment Diagram: 500 lb/ft A B 1500 lb/ft 6 ft 4 ft 4 ft- Shear Equation Moment Equation...

Q: Draw the shear and moment diagram of the beam shown using area method. Identify the degree of the cu...

Q: According to the truss shown in figure, The force in member CH (FCH) in KN is

Q: 2.) a.) Draw the shear and moment diagrams using the area method. b.) label the degree of the curves...

Q: Use: w = 355 N/m and d= 2.6 m. Find the Shear force at point C:

Q: A prestressed concrete rectangular beam has a width = 400 mm and a depth 900 mm. It is simply suppor...

A: Given,Width=400mmDepth=900mmPrestressing force=2000 kNEccentricity =240mm(At mid span)Eccentricity =...

Q: What is the value of reduction factor of the beam, if the stress in the steel is 425 MPa, and the Mo...

Q: An 8.00-kg wedge A is placed on a rough inclined surface and is observed to slide down. The coeffici...

Q: Q 31 The following Easting and Northing for a closed traverse is Station X (Easting) Y (Northing) 1 ...

Q: 2. Determine whether the compression member shown in the figure below is adequate to support the giv...

Q: The frame as shown in FIGURE is hinged at A, B and C. 1. Find horizontal reaction for A. a. 150 kN ...

A: To find horizontal component of reaction at A,B,C

Q: A landfill with capacity of 26,220 yd³and a maximum height of 20 feet, serves a population of 80,000...

A: Landfill is a type of waste disposal system in which the trash or garbage is buried between two laye...

Q: Using Conjugate Beam Method: A cantilever beam with length l is carrying a uniformly distributed loa...

Q: Calculate the maximum torque that can be applied. b. If that bar were to be left hollow, with the s...

Q: The equation of motion of GVUF differs from the differential equation of GVF by one essential term. ...

A: We have to find the equation of motion of GVUF from the differential equation of GVF by one essentia...

Q: 1. If the pressure 3m below the free surface of a liquid is 140kPa, calculate: a. The liquid's speci...

Q: According to the loading system shown in the figure, if P 120 N, If the resultant moment of all forc...

Q: Ib = 500- ft W. max A 6 ft >+ 6 ft → E 6 ft B

A: As per rules i will give only one answer. So that shear diagram is given below.

Q: The butt connection shows 8 - 22 mm diameter A325 bolts spaced as shown. The diameter of the hole is...

A: Given, t1=12 mmt2=12 mm Yield strength Fy=248 MPa Fu=400 MPa FV=120 MPaFP=600 MPa s1=40 mms2=80 mms3...

Q: Determine the vertical deflection at the free end of a circular cantilever frame shown in figure usi...

Q: A 10m long prestressing bed is used to cast concrete beams of 2.3 m each. A schematic representation...

Q: Construct the shear and moment equations of the loaded beam as shown and draw the shear and moment d...

Q: A plane slices a right circular cone parallel to its base at the midpoint of its height. The radius ...

A: To calculate the volume of the cone below the plane. Given, Radius of the cone (R) = 4 in Height o...

Q: Given the following beam loadings 1.) Derive the shear and moment equations 200 N 1000 N/m 60 N.m 0....

Q: Write the shear and moment equations for the beam shown. Draw the shear and moment diagrams under th...

A: Reactions Ra and Re are assumed at the supports A and E.

Q: As a Civil Engineering students. What is the importance of Engineering Drawing and Importance of kno...

A: As a civil engineer there are some importance of engineering drawing as drafts the plans, section an...

Q: 10 KN 90 Kn 150 KN/m 个个个 A 1.8 m 1.2 m 1.2 m 0.6 m Rb Be

Q: 1.A reinforced concrete beam has a width of 300mm and an éffective depth to tension bars of 600mm. C...

A: We have to determine the tension steel area if the beam is to resist an ultimate moment of 650 KN.m ...

Q: A pump is tested as shown in figure for water and for one setting of the valve in the discharge line...

A: Pump is a device that moves liquids, gases and sometimes slurries from lower elevation to higher ele...

Q: right handed archer exerts 540 kN at the left hand, holding the arch his right hand pull the cable a...

Q: From the given figure below and its properties, calculate the stress at the bottom where at the fixe...

A: calculate moment at fixed end and use stress equations.

Q: 1. A rectangular beam has b = 300mm, d = 500mm, As = 6 - 36mm diameter bars, fc' = 28.6 MPa, fy = 41...

A: Answer: We are given Beam width b = 300 mm Effective depth d = 500 mm Area of steel As = 6-36 mm b...

Q: 2.) a.) Draw the shear and moment diagrams using the area method. b.) label the degree of the curves...

Q: Ca H: E C. L1 FIGURE M

Q: Passenger cars arrive at the stop sign at an average rate of 280 per hour. Average departure time at...

A: Given data: Mean arrival rate =280 vehicles /hour Mean service rate=3600/12=300

Q: A wide rectangular channel has a Manning's coefficient of 0.018. In a discharge intensity of 1.5 m3/...

Q: characteristics are as follows: (Take the flow rate equals 0.6m3 /sec) and (u = 10-6 m2/sec). D(mm) ...

Q: .A rectangular beam, which length from the compression fiber to the neutral axis is equal to 340 mm....

Q: A pre-tensioned concrete member of section 200 mm x 250 mm contains tendons of area 500 mm? at centr...

Q: Need answer ASAP. Please be detailed and clear with your solution. III. Shown is a parabolic segmen...

Q: The equation of motion of GVUF differs from the differential equation of GVF by one essential term. ...

Q: 0-42. Determine the horizontal deflection at C. Use the method of virtual work. Assume the members a...

A: CALCULATIONS of horizontal deflection at C using Unit load method## #

Q: Draw the shear and bending moment curves for the beam and loading and the maximum absolute value of ...

Q: A prestressed concrete beam 100 mm x 300 mm in cross-section is prestressed with a straight cable at...

A: Given data,For prestressed concrete beam 100 mm x300 in cross section is prestressed withat an eccen...

Question

What is the difference of average shear stress at the bottom and the side of a rectangular flume 3.2 m wide, flowing 1.1 m deep and laid on a slope of 1.3 m per 1000 m?
[Take density of water = 9.81 kN/m]

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

Lateral earth pressure distribution against retaining walls

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 retaining wall 8 m high supports a cohesionless soil having a dry density of 1600 kg/m^3, angle of shearing resistance is 33 degrees and void ratio of 0.68. The surface of the soil is horizontal and level with top of the wall. Neglect wall friction and use Rankine’s formula for active pressure of a cohesionless soil. Determine the value of earth thrust on the wall per meter length if the soil is dry. a. 121 kN b. 186 kN c. 148 kN d. 137 kN determine the value of earth thrust on the wall if water level is 3.5 m below the surface. a. 230 kN b. 250 kN c. 180 kN d. 210 kN find the height above the base of the wall where the thrust acts during the water logged condition. a. 3.50 m b. 2.67 m c. 1.75 m d. 2.25 m
45.) A retaining wall supports a horizontal backfill that is composed of two types of soil. First layer: 5.91 meters high, Unit weight of 17.26 kN/m3, coefficient of active pressure of 0.291 Second layer: 5.36 meters high, Unit weight of 18.85 kN/m3, coefficient of active pressure of 0.301 Determine the distance of the total active force measured from the bottom of the wall. Round off to three decimal places.
A damn having a triangular section has a vertical face 24 m high and base 12 m wide. Use sg=2.4 a. determine the height of water that could rise on the vertical side of the dam so that the maximum intensity of pressure at the toe is twice the average pressure at the base. Neglect hydrostatic uplift. b. What is the shearing stress at the base?
How should the groundwater table move to have an effective stress of 95kPA, 2m from the bottom of the profile? For specific gravity, Gs = 2.68.
A circular area having a radius of 3 m carries a uniformly distributed of 90 kPa is applied to the ground. Compute the total vertical stress in kN/m^2 increment due to this unifrom load if the unit weight of soil is 18.40 kN/m^3 at point 6 m below the edge of the circular area.
A concrete dam is triangular in cross section and 30m high from the horizontal base. If water reaches a depth of 27m on the vertical face, what is the minimum length of the base of the dam such that the resultant will intersect the base within the middle third? What minimum coefficient of friction is required to prevent sliding ? Determine the pressure distribution along the base. If the uplift pressure varies from half full hydrostatic at the heel to zero at the toe.
A 450 kN force is transmitted by a column footing onto the surface through a square footing 1.5 m on a side. Assuming that the force exerted on the underlying soil formation spreads on 2 vertical to 1 horizontal, evaluate the pressure, in kPa exerted in footing on a soil 2.7 m below it.
In Problem 16.3, if there was a surcharge of 20 kN/m2 at the ground level, what would be the total horizontal normal stresses at A and B? Use the results from Problem 16.3. 16.3 The soil profile at a site is shown Figure P16.3. Find the total horizontal normal stresses at A and B, assuming at-rest conditions.
A braced wall is shown in Figure 14.20. Given: H = 7 m, naH = 2.8 m, =30, =20, = 18 kN/m3, and c = 0. Determine the active thrust, Pa, on the wall using the general wedge theory. Figure 14.20
A retaining wall 6 m high supports cohesionless soil having a dry density of 1600 kg/m³, angle of resistance 32 and void ratio of 0.68. The surface of the soil is horizontal and level with the top of the wall. Neglecting wall friction and using Rankine’s formula for active pressure of a cohesionless soil. 1. Determine the nearest value of the total earth thrust on the wall in KN per lineal meter if the soil is dry. a. 73.1 b. 86.7 c. 62.4 d. 98.1 2. Find the nearest value of the thrust on the wall in KN per lineal meter if owing to inadequate drainage, it is waterlogged to a level of 3.5 m below the surface. a. 112 b. 171 c. 147 d. 153 3. Find at what height above the base of the wall the thrust acts during the waterlogged condition. a. 2.21 m b. 2.00 m c. 1.74 m d. 1.42 m
A retaining wall supports a horizontal backfill that is composed of two types of soil. The first layer is 4.79 meters high. It has a unit weight of 16.61 kN/m3. The second layer is 6.58 meters and has a unit weight of 18.72 kN/m3. If the angle of friction for both layers is 34°, determine the total active force (kN) acting on the retaining wall per unit width. Final answer should be in two decimal places.
(Solve the following exercise, showing and explaining step by step to its resolution). A retaining wall with vertical walls 8.00 m high supports the thrust of a sand with a volumetric weight in its natural stratum of 1800 kg/m3 and an angle of internal friction of 35°. The ground surface is horizontal. Determine the thrust on the wall per metre of depth and mark the forces acting on the wall; neglect the passive thrust.