Two level sections 85 ft apart with center heights 4.3 and 7.9 ft in fill, base width 40 ft, side slopes 2:1.Part ACompute V₂ for the data given.Express your answer in cubic feet to five significant figures.IVE ΑΣΦV₂ =vec?ft³

Answered: Image /qna-images/answer/89e9fb71-f214-41ce-839a-f254bec0686c.jpg

Answered: Two level sections 85 ft apart with…

Engineering

Civil Engineering

Two level sections 85 ft apart with center heights 4.3 and 7.9 ft in fill, base width 40 ft, side slopes 2:1.

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter8: Seepage

Section: Chapter Questions

Problem 8.12P

See similar textbooks

Related questions

Q: 400 lb C 7+9 A 4ft 77& D am B

Q: Determine the maximum deflection of the beam. shown in Fig. 1. Use the conju beam method. Fig.1 60…

A: E = 70 GPa I = 712 × 106 mm4 Determine the maximum deflection of the beam using Conjugate Beam…

Q: 3.3 Consider the same vehicle and bridge structure of Example 3.2, except with the girder spans…

A: L=36 ft Speed =45 mph W=4000 lb

Q: A Fig.1 3 m

Q: (a) Find critical points (b) Calculate moment at these critical points (e) Draw a final moment…

A: The given beam is statically determinate and can be analyzed using the equations of equilibrium.

Q: Question 1: A 3 m B. 4 kN/m 3 m

A: A simply supported beam with an over-hang portion of 3m. On this beam, a UVL is applied from A to B…

Q: 21 1/4 Mo + I 1/2 Mo + 21 1/4

A: given figure details here

Q: A glass cylinder 5 cm internal diameter and with a screen at the bottom was used as a falling head…

Q: A steel plate is bent into a circular arc of radius 10 m. If the plate section be 120 mm wide and 20…

A: Given data in question Radius 10 m Width 120 mm Thickness 20 mm Elasticity modulus 2×105 N/mm2 To…

Q: Consider the cold-formed section shown below: 2 mm write ¹25 mm 20 mm 15 mm 25 mm 25 mm 15 mm What…

A: Diagram of of a cold formed section Maximum torque = 65 N m or 65000 N mm

Q: A project may be better comprehended by sketching its map with and without its underlying…

A: Sketching a project map with and without its underlying architecture is a helpful tool for…

Q: Assume all members are pin connected and P=10 kN. (Figure 1) Figure 3 m 1 m E m < 1 of 1 ¹2 m P A ▼…

A: Using method of joints, we will find the force in truss members

Q: 17+55m Eld

A: From above given problem: 1)Types of traverse based on shape: a) open traverse b) closed…

Q: A 1.8-m rigid tank initially contains air at 100 kPa and 22°C. The tank is connected to a supply…

A: Volume of the tank, V=1.8 m3 Initial pressure inside the tank, P1=100 kPa Initial temperature inside…

Q: What is the surface area (m²) of settling tank used for design discharge of 1.5 m³/s? (Assume design…

A: Given data- Discharge Q=1.5 m3/sOver flow rate OFR=40 m3/m2/day

Q: A steel of cross-section area 100 mm² and 1 m long is subjected to a tensile force of 40 kN. What is…

A: Steel cross-section area A=100 mm2, Length L=1 m=1000 mm, Tensile force P=40 kN=40,000 N, Modulus of…

Q: he following picture shows part of a beam section which has been structurally idealised. The skins…

A: The term shear flow refers to the distribution of shear stress within a thin-walled structure caused…

Q: At a municipal waste handling facility, 30 metric ton mixture of food waste, yard waste, and paper…

Q: for Figure, use the interaction diagrams to determine P, for the short column shown. fy = 420 Pa and…

Q: 2. A 6-ac basin is to be developed into 2 ac of commercial development (C=0.95) and 4 ac of park…

A: The design flow refers to the maximum amount of wastewater generated by a dwelling or non-dwelling…

Q: 70 The hollow steel shaft shown (G = 77.2 GPa, Tall 50 rotates at 240 rpm. Determine (a) the maximum…

Q: (a) Check if the given connection follows the code provisions on spacing and edge distance limits.…

A: The channel section used = C 8 x 18.75 The cross-sectional area (A) = 5.51 in2 The depth (d) = 8…

Q: If the lateral compressive strain in a material is 0.3 x 10-3 and the Poisson ratio is 0.25, then…

A: Lateral compressive strain-εL=-0.3×10-3μ=0.25

Q: The Buffering Capacity of a soil is proportional to a. Percent base saturation b. Cation Exchange…

A: 1) The buffering capacity of a soil is a measure of its ability to resist changes in pH when an acid…

Q: A tension test was performed on a steel specimen having an original diameter of 0.503 in. and gage…

Q: rectangular gravity dam has a height 5 m. It retains 3 m deep of water. Calculate the minimum width…

A: Factor of safety = 1.5 Coefficient of friction = 0.5 Specific gravity of concrete = 2.4 Water retain…

Q: Find the bearing of the long chord.

A: Given Data: The bearings of two tangents are S20°30' E and S35W. Degree of the curve is 10º for a…

Q: Analysis this graph explaining the relationship between the head loss and velocity

A: Given the graph plotted Head loss v/s Velocity and it is asked to Analysis this graph explaining…

Q: A bearing plate is to be designed for a W21x62, A36 steel beam that will sit on a reinforced…

A: The steel section used as bearing plate = W21×62 The yield strength of steel (fy) = 345 MPa The…

Q: What is the surface area (m²) of settling tank used for design discharge of 1.5 m³/s? (Assume design…

Q: Can I get a step by step on how to answer? Given the conditions below of a power plant, determine…

A: Plume centerline, y = 0.3 km base height = 388 m SO2 emission = 1,645 g/s wind speed = 3.5 m/s Stack…

Q: 3.0m C P₁=25KN A TITTATT 2.0m q=5kN/m D 3.0m E P₂=50kN B 3.0m Supports at A & B are pins

A: The below frame structure is given, To Find: Part (A): draw the free body diagram to prove its…

Q: 2.28. A groundwater is being considered for use as a domestic supply. The water has a temperature…

A: NOTE: AS PER the guidelines we are only supposed to answer first three sub parts. Respost the…

Q: QUESTION 3 A 3 m B 30 kN/m 5 m Figure 1 ↓ C 20 KN 2 m D Referring to the beam shown in question 1…

Q: DETERMINE THE STRESS IN EACH MEMBER OF TRUSS LOADED AND SUPPORTED AS SHOWN. RAV SOON a 300N 6 3 300…

Q: in figure. Find the elongat tensile force of 300 kN. Take Est- 14 140 300 Kn

Q: Q.2 What will be the capillary rise observed in a capillary of diameter 3mm inserted in water bath,…

A: Diameter of tube (d1) = 2mm Capillary rise for 2mm diameter tube (h1) = 1.5 cm Diameter of tube…

Q: how do we decide on the size of beams when designing a building according to British Standards? What…

A: When designing a building, the size of the beams plays a crucial role in determining its structural…

Q: (2) * 28" 2#8 14" I2.5" NwC fé=3000 psi > 2 #10 z 2 #11 I 3" Grade 60 steel &Mn = ?

Q: traverse are as follows: AB= 202.74, BC=285.87, CD=499.37, DE=321.33, and EA = 382.78. (Note: Assume…

Q: A trapezoidal channel has a bottom width of 10 m and side slopes m = 1.5. If the flow rate is 50…

A: Trapezoidal channel Bottom width of channel (B) = 10m Side slope (m) = 1.5 Discharge (Q) = 50…

Q: 1. Calculate the potential evapotranspiration from an area near New Delhi in the month of April by…

A: Latitude =30° N Elevation =200 m (above sea level) Mean monthly temperature =32.5° C Mean relative…

Q: In a falling-head permeability test, the time taken for the head to fall from 27 cm to 3 cm is 10…

A: Given that :- In a falling-head permeability test time taken t1=10 min , h1=27 cm , h2= 3 cm t2=?…

Q: How far below the water surface should the top side of a vertical square 1 m on each side should be…

A: Side of square = 1m

Q: Q- An orifice is located at side of tank with water level is 1.5 m above the centre of orifice.…

A: Water level y=1.5 m, Distance x=0.8 m, Vertical fall h=0.2 m,

Q: 2. At a reservoir, km = 50, about Delhi the following climatic data were observed. Using Meyer's…

A: Meyer's formula, EL = Km ( ew- ea) (1+U9/16) Where, Coefficient accounting, Km = 0.5 (Given) EL=…

Q: Situation 1: The natural moisture content of a soil mass is 11%, while its void ratio is 0.63.…

A: Given data in question Moisture content 11% Void ratio 0.63 Specific gravity 2.72 To find out…

Q: A prestressed concrete rectangular beam of size 300 x 900 mm is prestressed with an initial…

A: A prestressed concrete rectangular beam of Size, A = 300×900 mm. b=300 mmd=900 mm Initial…

Q: The liquid is flowing separately through each of two pipes whose diameters are in the ratio of 2:1,…

A: Two pipes- Ratio of the diameters=2:1 Ratio of the velocities =1:2

Q: Given are the following: f'c = 25 MPa fpu = 1500 MPa Aps = 1800 mm² = fpy - 1320 MPa Use bonded…

A: Given:- The compressive strength (f'c) = 25 Mpa The value of (fpu) = 1500 Mpa The value of Aps =…

Concept explainers

Drainage of Pavements

Pavement Drainage holds ample significance, as it prevents the accumulation of water or any liquid on the surface of pavements and ensures proper drainage system. With proper design and gradual slopes provided, the water gets easily removed from the surface into the drains, which are essential during heavy rains and unusual weather conditions keeping it less prone to accidents and increasing the durability of the pavement structure.

Question

Two level sections 85 ft apart with center heights 4.3 and 7.9 ft in fill, base width 40 ft, side slopes 2:1.
Part A
Compute V₂ for the data given.
Express your answer in cubic feet to five significant figures.
IVE ΑΣΦ
V₂ =
vec
?
ft³

Expert Solution

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!

SEE SOLUTION Check out a sample Q&A here

Step 1: Given data

VIEW

Step 2: Explanation

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 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

III. Using Atterberg's Plasticity Determination Method Determinethe following; a) Plot the Flow Curve and b) Determine the Flow Index c) Computethe Liquid Limit d) and if the Plastic Limit wa. uetermined as PL = 17.545 % what is the Plasticity Index ? Number of Blows Moisture Content,% 15 38.589 20 35.712 29 28.556 32 24.670
SHOW COMPLETE SOLUTION PLS VALUE:Y = 53
1. Using the design chart below. Estimate the SN if W18=10x10^6, R=90%, So=0.35, Mr- 10000Psi, ΔPSI=3. Use the chart below. TL Overall standard deviation, S. TL Design serviceability loss, APSI 50 10 5.0 99.9 0.2 99 1.0 0.4 0.6 90 0.5 0.5 0.1 1.5 0.05 2.0 80 70 60 50 2.5 3.0 9 87 6|5 4 3 1 Eхample: 6.5 5.5 4.5 3.5 2.5 1.5 W18 = 5 x 106 Design structural number, SN R = 95% S, = 0.35 MR = 5000 Ib/in? APSI = 1.9 Solution: SN = 5.0 Figure 4.5 Design chart for flexible pavements based on the use of mean values for each input.
SHOW COMPLETE SOLUTION PLS VALUES:X = 425Y = 25C = 1
a. Compute the value of x b. Compute the area in the fill c. Compute thr area in cut
The head of a groundwater aquifer is described in Cartesian coordinates by 1 h(x, y) = 1+ x2 + y2 + x + xy Which of the following(s) is/are the correct strategy for determining the maximum value of the head of a groundwater aquifer. (Choose all that apply!) A) Ater putting the equation in an appropriate tonm we can apply Bisection Method B) After pasting the eigualicon in an uppoprkate fum we cian apply Ciauss Seldel Meshud C) Alliti putting tie tli inan appipriate fonm we tan apply Newien Methed for systems O D) After putting the equation in an appropriate form we can apply Lagrange Interpolation E) Alser puting thqutn in an appropriate fam we can ply Newton Dividesd Nfferne
The figure shown is a dewatering plan to build the foundations of an office building below the water table without the sheet-piling. Assume that all b = 6 meters and all 1 = 4 meters in all grids of the middle flow channel. Dewatering wells Marshy soils Ah =Sm Excavated site OL Ah = 2m Ah = 2m Ah = 2m Lowered WT a. What is the value of n? b. How many flow channels are in the figure? c. How many potential drops are in the figure? d. The potential drop at area 1 is: e. The potential drop at area 2 is: f. The potential drop at area 3 is: g. The average hydraulic gradient in each net is:
Problem: Determine oPn for the short column shown. fy 60000 psi and f'c = %3D %3D 4000 psi. 3" e = 8" • 8 #10 • 14" 20" Gy = 6" 3" 3"+
Determine the oil surface elevation at section 1. Elevation = ? 60 m Oil, S = 0.9 v = 3 x 10-5 m²/s K₂ = 0.5 ww =2< * 7m + k₂ = 0.046 mm D = 0.1 m O None of the answers are correct. O Oil surface elevation at section 1 = 170.35 m 130 m Q = 0.03 m³/s Oil surface elevation at section 1 = 136 m O Oil surface elevation at section 1 = 175.35 m Elevation = 130 m
The particle size distribution curves for three soils - A, B and C - are shown in Figure Q-2 on page 2. a. Determine the effective size, average particle size, uniformity coefficient and coefficient of curvature for soil B. b. Classify soil A according to ASTM-CS. C. Classify soil C according to the AASHTO system. The Atterberg limits for this soil are LL = 81 and PL = 35. Using sketches and notes, outline the key features of the SPT test.
The figure shown is a dewatering plan to build the foundations of an office building below the water table without the sheet-piling. Assume that all b = 6 meters and all 1 = 4 meters in all grids of the middle flow channel. Dewatering wells Marshy soils Ah =m Excavated site OL Ah = 2m Ah = 2m Ah = 2m Lowered WT a. What is the value of n? b. How many flow channels are in the figure? c. How many potential drops are in the figure? d. The potential drop at area 1 is: e. The potential drop at area 2 is: f. The potential drop at area 3 is: g. The average hydraulic gradient in each net is:
WA road section is 1200 m long. The cut and fill areas are to be computed between the station as shown in table below, determine the net volume of cut and fill between the stations, if you know that the material in fill will be consolidate by 12 percent after compaction. Given 100 m between each station. Station 0+00 2+00 4+00 6+00 8+00 10+00 12+00 1.0 5.0 Cut Fill 4.0 2.6 7.0 2.0 9.5 0.5 2.0 End Area (m2) 3.0 8.0 6.0