A circular concrete sewer (n=0.013) is 2.0 m in diameter and is flowing at its maximum capacity at a mean velocity of 2.6 m/s. What is the slope of the channel? Select one: O a. 0.0027 O b. 0.0032 O c. 0.0003 O d. 0.0013

A circular concrete sewer (n=0.013) is 2.0 m in diameter and is flowing at its maximum capacity at a mean velocity of 2.6 m/s. What is the slope of the channel? Select one: O a. 0.0027 O b. 0.0032 O c. 0.0003 O d. 0.0013

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: For the figure shown below, find the equivalent permeability of the system if K2-3K1: K3=2K1:…

Q: the natural frequency in HZ for the system below if the weight 13.266 N and spring constant 80N/m is…

Q: Mohr's Circle 9-7 933. For the state of stress shown in Fig. P-933, determine normal and shearing…

Q: The head loss in a 646mm x 1,397mm pipe conveying water is estimated to be 0.04m for every meter of…

Q: Determine the total stopping distance (ft) for a highway with a design speed limit of 50mph. Assume…

Q: Determine the total stopping distance (ft) for a highway with a design speed limit of 55mph. Assume…

Q: Problem 5. (HKS Problem 7.16) For the cases in the figure below, determine the pressure, elevation…

Q: Determine the following: - the stress in the steel rod at C (in MPa) - The deformation of the steel…

A: Determine the following: - The stress in the steel rod at C (in MPa) The deformation of the steel…

Q: A tied column shown below is bent in a single curvature about the y-axis. Determine the following if…

Q: A tilting level is used to run a set of precise levels to a construction project from benchmark DAM,…

A: BS IS FS HI RL 50 151.865 101.865 20 131.865 13.634 145.499 50 95.499…

Q: Mohr's Circle 9-7 933. For the state of stress shown in Fig. P-933, determine normal and shearing…

Q: (4) Solve above problem with variable noninduced net investment Vo = 2n+3″

Q: Draw the shear and moment diagrams for the beam. 12 kN/m TT 30 kN m AP B

A: given:

Q: illustrate and explain how a congestion charge levied on motorists works using a diagram

A: The Congestion Charge is any amount daily tariff and payment enables motorists to drive around,…

Q: The simple truss shown supports the two loads, each of magnitude L. Deter- mine the forces in…

Q: Determine the equations for the shear and bending moment for the beam shown.

Q: The face of a vertical dam has the shape of an isosceles triangle of altitude 4 m with an upper base…

A: Solution

Q: effective particle size.

A: “Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: The rigid bar of ABCD of negligible weight is supported hinge at A, steel rod at B and bronze rod at…

Q: Q₁: For flexural strength only, design the beam shown in the figure. The beam has three lateral…

Q: Calculate the forces in members AB, BG, and GF. Solve for each force from an equilibrium equation…

A: Asked: To determine the force in members AB, BG and GF. It is to be noted that we are instructed…

Q: The truss shown is constructed using 2L8x8x1/2 members. P = 120kips and L = 7ft. 2P P 60° 45° D…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: The correct choice to draw the Arc with radius (130) from left side for figure below is

A: Answer is option D

Q: Forward Backward Bearing Bearing S. 37'30' E. N. 37'30' W. S. 43'15' W. N. 44 15 E N. 73'00' W. S.…

Q: Determine the equations for shear and bending moment for the beam shown.

A: Shear force and bending moment The algebraic total of the vertical forces at any segment of a beam…

Q: 1.7 in 2.5 in 2.7 in T 0.755 in Three wood boards, each 4.3 in. wide, are joined by the…

Q: A square footing 2.4m x 2.4m x 0.45m thick supports a rectangular column 0.35m x 0.40m at its…

Q: Given a W16x89. The cross-section is loaded about its strong axis as a simply supported beam (L =…

Q: ooking at the X direction, provide the front view, top view, and left-side view using the meter…

A: The isometric Front, and side. Top view of above drawing is given below:

Q: Section A A solid shaft is firmly held at both ends and carries two comparatively thin disks, as…

A: Answer (i) Calculation of Rotation We know that Relation between the Torque and rotation is given…

Q: 7 Mohr's normal and shearing stresses on the planes whose normals are at +60% 933. For the state of…

Q: A gate 2 m high and 4 m wide is flush with water at the top. Determine the moment at the bottom in…

A: In this question a gate is given which is 2 m high and 4 m wide We have determine the moment at the…

Q: For the beam subjected to the loadings as shown, determine the following: 52 kN 40 kN/m 2m 4m B 2m C…

A: a. draw the shear and moment diagrams specifying values at all change of loading positions and at…

Q: F6-1. Determine the force in each member of the truss. State if the members are in tension or…

Q: Problem 5. (HKS Problem 7.16) For the cases in the figure below, determine the pressure, elevation…

Q: نقطة واحدة 90,210 90,190 R70 The correct choice to draw the bottom Arc with radius (135) between…

A: As we can see from the figure that the bottom arc is of radius = 135 and the arc starts from (90,70)…

Q: 2 14 Edit & 12. What is the vertical effective stress at point, X in the soil profile given below? ▼…

A: Effective stress at point X is given by ; σ' = σ - U where ; σ' = Effective stress σ = Total stress…

Q: 10-18. Two oil-fired boilers for a 600 megawatt (MW) power plant produce a sound power level of 139…

Q: A certain horizontal curve on a 6-lane highway (3 lanes each direction with no median) has a…

Q: Two reservoirs (EI 37.6m and EI 91.6m) are connected by two pipelines 1-2 and 2-3 with a pump…

Q: determine the SSD (ft) provided on the curve.

Q: 1. A turbine is installed between reservoirs A and B whose difference in elevation is 140m. The pipe…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: Three pipes of 400 mm, 350 mm and 300 mm diameter are connected in series between two reservoirs…

A: In this question 3 pipes are given which are in series network all types have different length and…

Q: ] Find the forces in the members of the bridge truss shown below. 5KN 5KN A 悸 12 m 8m с 10 KN # k 8m

Q: Q1/ A uniform beam of length (L), simply supported at each end, subjected to a load varying as shown…

Q: 5.Calculate the rotation A at the end of A and find the horizontal deflection ABH of point B of the…

A: Case i) symmetry Fixed end moments: Span AC: MFAC=-wl212=-2×6212=-6 kNmMFCA=wl212=2×6212=6 kNm Span…

Q: overall column length

Q: the elevation at the highes

A: PVCsta=PVIsta-L2PVCsta=(18420)-L2PVCelv=PVIelv-g1L2PVCelv=80.522-0.04×L2PVCelv=80.522-0.02×Lso,Equat…

Q: nd the value of v osity=0.712

A: Given that Porosity n n = 0.712 Porosity is defined as ratio between volume of voids to total…

Q: ertical curve is intended to conn f 50mph, determine the minim - to 3 decimal places.

Concept explainers

Time and time related variables in engineering

Time is the event progression starting from past to present and then, future statistically. The time-related variable is any particular value in relation to time to assess its changes on a specified (XY) plane.

Question

A circular concrete sewer (n=0.013) is 2.0 m in diameter and is flowing at its
maximum capacity at a mean velocity of 2.6 m/s. What is the slope of the
channel?
Select one:
O a. 0.0027
O b. 0.0032
O c. 0.0003
O d. 0.0013

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

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Time and time related variables in engineering

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 circular vitrified sewer pipe is laid on a slope of 0.0002 and it is to carry 2.4 m^3/s. When the pipe flows at 90% of its diameter, what size of pipe should be used if n=0.015? Choices: a. 2.16m b. 0.91 m c. 1.10 m d. 2.52 m
Q3 Consider a flow field represented by the stream function ψ = 24 x3y - 26 x2y2 + 24 xy3. Is this a possible two-dimensional incompressible flow? Is the flow irrotational? Discuss the reasons against your findings.
Determine the size of a circular concrete pipe (n = 0.013) to carry 150 ft³/s of stormwater on a slope of 0.007. What is the depth of flow in the pipe? S 1.0 0.8 0.6 0.4 0.2 0.0 D 0.0 0.2 0.4 0.6 Q'2p² 0.8 1.0 Figure 5.3 Discharge in a circular pipe flowing partially full with Manning "" as a function of water depth.
drainage engineering Q/ Find the depth of water and the velocity of flow in an open (trapezoidal) manhole and its amount is (m3/sec 10) if you know that the dimension of the bottom of the trocar is (5m) and the slope of the sides is (1: 1), (=s 0.0015) = (n = 0.0225)
A sewer pipe for which n = 0.014 is laid on a slope of 0.00018 and is to carry 2.76 m3/s when the pipe flows at 80% of full depth. Determine the depth of flow in m. Round your answer to 3 decimal places.
A 750 mm sewer pipe, n= 0.013. is placed on a slope of 4.0 mm/m. (a) At what depth of flow is the velocity equal 0.60m/s? (b) If the depth of flow is 450 mm, what is the discharge?
Find the diameter of a circular sewer which is laid at a slope of 1in 8000 and carries a discharge of 800L/s when flowing half full.Take n=0.02
If a 60cm Sewer is laid at a certain slope in order that 0.17 m3/sec will flow through it. Solvefor the slope required when it is flowing half-full and if it flows full. Take the manning’s n = 571/1000).
A circular conduit is to satisfy the following conditions: Capacity when flowing full is 0.13 m³.sec¹, velocity when the depth is one quarter of the diameter is 0.6 m.sec¹¹. Assume the flow is uniform and determine the diameter and the slope of the pipe if you know that Chezy's coefficient is 58 m0.5.sec-¹?
5.(c) A circular sewer is to be designed to carry maximum flow of sewage while flowing 70% full at a velocity of 1m/sec. If the ratio of maximum/average flow is 3 and average/minimum is also 3, find (i) Full flow velocity (ii) Velocities generated, both at the average flow as well as minimum flow. Neglect the variation of N with depth of flow and take q V Q V 0.337 0.902 0.196 0.776 0.088 0.615
Find the diameter of the sewer pipe to carry runoff discharge (m^3 /sec) at full flow condition for the catchment region of area 100,000 m^2, (C= 0.35). The time of concentration is 15 minutes and (i = 5230 It+30)? assume the flowing velocity is 1 m/sec? * - 0.9 m = 1.4 m = 1.0 m = 1.2 m
A circular sewer carries flow of 400 I/sec when running 3/4 full with slope 0.002. Find the velocity of flow (n= 0.013). (Note when d/D=0.75 (from curve) q/Q= 0.92 and v/V= 1.15). * O = 1.04 m/s = 1.20 m/s O = 2.104 m/s = 0.104 m/s