A rough pipe of 0.5 m diameter, 300 m length androughness height of 0.25 mm, carries water(kinematic viscosity = 0.9 x 106 m²/s) withvelocity of 3 m/s. Friction factor (f) forr1/2 = 2109₁0 (F) +₁log₁0√fknumber, r = radius of pipe, k = roughness heightand g = 9.81 m/s². The head loss (in m, up tothree decimal places) in the pipe due to frictionis+1.74, where, Re Reynolds

Answered: Image /qna-images/answer/ff4a6b61-1132-4d52-8f44-85b36cd00e5b.jpg

A rough pipe of 0.5 m diameter, 300 m length and roughness height of 0.25 mm, carries water (kinematic viscosity = 0.9 x 10-6 m²/s) with velocity of 3 m/s. Friction factor (f) for 1 r √f e = 2 log₁0 +1.74, where, R = Reynolds number, r = radius of pipe, k = roughness height k

A rough pipe of 0.5 m diameter, 300 m length and roughness height of 0.25 mm, carries water (kinematic viscosity = 0.9 x 10-6 m²/s) with velocity of 3 m/s. Friction factor (f) for 1 r √f e = 2 log₁0 +1.74, where, R = Reynolds number, r = radius of pipe, k = roughness height k

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: What will be the diameter (in mm) of a water droplet, the pressure inside which is 0.05 N/cm²…

A: Given Data The pressure inside the water droplet = 0.05 N/cm2 The surface tension T = 0.075 N/m We…

Q: A soil sample with a grain specific gravity of 2.67 was filled in a 1000 ml c tainer in the loosest…

A: mloose=1475gm mcompact= 1770gm V=1000cm3 e=0.63 To find density index

Q: Use slop deflection method, and draw shear -ce and Bending moment Diagram.

A: there will only be horizontal displacement at B and no vertical displacement. due to the hinged end…

Q: Following observations were made to determine sensitivity of two bubble tubes A and B. Find which is…

A: Sensitivity is an angle of rotation given to a telescope due to just one division movement of the…

Q: Is there any information available on the pros and cons of using an internal static analysis?

A: Static analysis is the simplest way of analyzing an engineering problem.

Q: A soil deposit has a void ratio of 0.9. Its void ratio is reduced to 0.6 by compaction. Determine…

Q: *1-44. The 150-kg bucket is suspended from end E of the frame. If the diameters of the pins at A and…

A: Given : Weight of bucket = 150 kg Dia of pin A = 6mm Dia of pin D = 10 mm To Find : Average shear…

Q: The demand function for automobile travel along a major corridor in a medium-sized city is estimated…

A: The given function: Q=aA-2.2B0.13C-0.4D0.75 Where, Q is automobile trips per hour A is travel time…

Q: The space-mean speed

A: Given. Speed of vechiles observed at apoint is, v1=40 km/h v2=55 km/h v3=60 km/h v4=65 km/h…

Q: Draw the shear force and bending moment diagrams for the structure that it shows. Indicate the…

A: Draw FBD of the given beam:

Q: *2-56. If the magnitude of the resultant force acting on the bracket is to be 450 N directed along…

A: For the given system of loading, the resultant given is 450 N and it is acting at an angle of 300…

Q: Explain the physical meaning of the dimensionless groups.

A: A combination of dimensional or dimensionless quantities with zero overall dimension is referred to…

Q: A compression strut in a pylon has an effective length of 3.6m and is subject to an axial load…

A: A compression member consists of an equal angle steel section that is subjected to an axial load of…

Q: Determine the Factor of safety of an infinite slope having height 4.75m inclined at 18.75° to the…

Q: 2 4 2tim 6 6t с 1.2 tim a गंगा 2 8t + 2 8t 2 Given EI= 2000 tim² Req. using flexibility methof…

Q: force of 60N is provided by a jet of water of cross-section area 10- hich strikes a wall and does…

A: Force = 60 kN Area = 10 cm2 Jet of water strikes the wall and doesn't rebound back Speed of jet…

Q: Determine the state of stress at point A on the cross section at section a-a of the cantilever beam.…

Q: For the wall footing shown in the figure. f'c-28MPa, fy=280MPa Unit weight of concrete=24KN/m³ Unit…

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

Q: Doesn't have the solving for reaction forces at A and B as asked in the question?

A: Solution: The reactions for the supports A and B are computed from Shear force equation.…

Q: 2. The members of the structure in the figure weigh 200 lb/ft. Determine the smallest diameter pin…

Q: For the foundation shown in Figure (2), calculate the immediate settlement for a creep time of (8…

A: Solution: Given: σol = 160 kPa t = 8 years Strip footing = 8 m x 10 m Schmertmann method:…

Q: ● Draw the Shear and Moment Diagram 30 ft 2 k/ft 6 ft 24 ft

Q: There are many benefits related to our highway system, but there are also many costs or detrimental…

A: Highway transportation system The use of roads to carry people and goods is referred to as a…

Q: Determine the moment of the 100 N force about point O as shown in the figure Ex. 2 00 1.5m Fig. Ex.…

Q: Determine the forces in the members OA, OB and OC meeting at the joint O of the frame, shown in…

Q: Find the work done in moving object of mass 40 kg through distance of 6.66 m by applying force of 5…

Q: In the truss shown below, ignore the zero-force members and formulate the stiffness matrix, load…

A: For a given truss, as per equilibrium conditions members AF, FG, GH and CH are zero force members.…

Q: a. Given that: Barometer reading = 740 mm of mercury Specific gravity of mercury = 16.6; Intensity…

A: Answer (a) SI unit of pressure is Pa or N/m2 We are given gauge pressure Pgauge = 40 Kpa gauge…

Q: Example 1. Determine the moment of the 100 N force about point O as shown in the figure Ex. 1. 0…

A: Solution: Given: Load = 100 N Span = 1.5 m

Q: 54 KN ESKN- √ ₁3.60(m) ₂. 27 KN. (w)alt C 4I 41 of THE INDETERMINATE FRAME SHOWN BELOW IS LOADED…

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

Q: A right angled triangular notch is used to measure the flow in a flume. If the head measured is 20…

A: Given data Head (H) = 20cm Coefficent of discharge (Cd) = 0.62 Right angled triangular notch (θ)…

Q: What is the shearing strength of soil along a horizontal plane at a depth of 4 m in a deposit of…

A: Given :

Q: 21-16. he bent rod has a mass of 3 kg/m. Determine the moment f inertia of the rod about the O-a…

A: Given :

Q: Q3/ If the adjusted interior angles for clockwise closed-loop traverse ABCD are below Station…

Q: Sea water can be desalinated by using reverse osmosis. A plant treats 4,000 m3 /day of feed water…

Q: What is the average stress at section B-B? (Figure 1) Note: Give me right solution with clear…

A: Since, thickness of the section is not given Assuming, thickness of the section, t = 1"

Q: M₁ 2.0m P₁ Situation 2: M₁ = 2 kN-m, P₁ = 250 N

Q: Determine relation at A and B of the following figure

A: let us assume that, the horizontal angle made by the rod is θ and, the weight of the rod be W which…

Q: From the figure, ADCB area is 150 m^2 the center of gravity is at point G, the average shear…

Q: Q3) leveling staff setup on a BM of elevation of 89.90 m is observed from point A where the three…

A: Solution: Inst. at Staff point V.A. Staff Reading A BM -5o32' 1.00,2.37,3.75 B +4o30'…

Q: A 12m, I !!!2 Ar 10 kN/m 2m 2I I''² "I E = constt

A: Given data : Loading and dimensions are given Reactions at pin support are taken as Redundants. The…

Q: Shown below is a triangular truss with members that are symmetrical with the vertical middle members…

Q: 3-24. The wires AB and BC have original lengths of 2 ft and 3 ft, and diameters of in. and in,…

A: Given length AB = 2ft Length BC = 3 ft dia AB = 1/8 in dia BC = 1/16 in To Find ; Elongation of…

Q: Calculate for the following member forces of the frame shown below using Portal Method. a= 20 b= 19=…

A: Solution: Using portal frame method: Assumptions: Point of contraflexure occur at the middle points…

Q: Q2: To estimate error ratio in a level instrument, the following reading were taken in meters. If…

A: Hi! Thank you for the question. As per honor code we are allowed to do only three sub-parts at a…

Q: Determine the reactions and the member end forces for the beams shown in Q2.1 by using the matrix…

A: We know that for small deformations in tension or compression a beam, acts like a spring. The amount…

Q: The depth of flow in the channel

A: Given data, A rectangular open channel, width,b= 6 mDischarge,Q= 20 m3/sAcceleration due to…

Q: reservoir with a live storage of 300 million cubic metre irrigates 40000 hectares (1 ectare = 104…

A: Given: Base period Area Live storage To find: duty for this crop Note: 1 ha = 104 m2 Duty of…

Q: If Void ratio of soil is 0.334 Determine Porosity of soil

Q: A venturimeter is connected as shown in the figure (not to measure the flow of water in a vertical…

Concept explainers

Unit Conversion

Standard units are also called SI units. SI units are used for measuring a physical quantity satisfying certain conditions. There are two types of units: fundamental units and derived units. Fundamental units are physical quantities that are independent, that is, they do not depend on other quantities like mass, length, or time. There are plenty of quantities in our lives which need to be measured and compared. Measuring is the comparison of a particular physical quantity with its reference value. A unit is a measure of a fixed physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.

Question

A rough pipe of 0.5 m diameter, 300 m length and
roughness height of 0.25 mm, carries water
(kinematic viscosity = 0.9 x 106 m²/s) with
velocity of 3 m/s. Friction factor (f) for
r
1/2 = 2109₁0 (F) +₁
log₁0
√f
k
number, r = radius of pipe, k = roughness height
and g = 9.81 m/s². The head loss (in m, up to
three decimal places) in the pipe due to friction
is
+1.74, where, Re Reynolds

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

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 series of pipes with q=191 L/s was to be examined for head losses. If the roughness coefficient is 0.012, what is the maximum diameter (mm) of the pipe that could replace all three in that series? Use mannings approach. Pipe 1 = (diameter=0.47m) = (length=1742m) Pipe 2 = (diameter=0.29m) = (length=1862m) Pipe 3 = (diameter=0.27m) = (length=1236m)
Given: b = 350 mm d = 420 mm f'c = 30 MPa fy = 275 MPa Mu = 200 kN-m diameter of Rebar = 20 mm Required: 1 Depth of stress block, mm 2 Depth of the neutral axis, mm 3 Number of 20mm rebars
Note: q = 19 kN/m P = 85.50 kN
A series of pipes with Q = 183 L/s was to be examined for head losses. If the roughness coefficient is 0.015, what is the total losses due to friction in meters? Use Manning's approach.
A concrete channel which is laid on a slope of 1.8m per kilometer discharges water at a rate of 2 m3/s. Using a roughness coefficient, n = 0.013, determine the depth (d) of water for the most efficient sections:a. triangular b. rectangularc. trapezoidal
Given: 1. Structural Component: Beam 300 mm x 400 mm Column 400 mm x 400 mm Slab thickness 110 mm 2. Dead Load: Super Imposed dead load = 4.5 KPa (including slab weight) CHB = 3.11 KPa 3. Seismic Parameter: Soil Profile - Sb Closest distance to the source - 10 km Ductility Coefficient R = 8.0 Seismic Zone Z=0.40 Ct = 0.0731 A. Compute TOTAL LATERAL FORCES in the 2nd floor? B. Compute LATERAL FORCES in the 3rd floor?
The elbow flow passage volume is 0.37 m3 between sections 1 and 2. The flow rate is 0.90 m3/s and the elbow inlet and outlet pressures are 200 kPa and 130 kPa. Consider the elbow weight is negligible. Calculate the horizontal and vertical anchoring forces to hold the elbow in place. my results were Frx = 132.8kPa Fry = 76.7kPa
Determine the following: If w1=5 kN/m and W2 = 7 kN/m, Est = 210 GPa, b = 50 mm and h = 150 mm.
A new cast iron pipe must carry 1.2 m3/2 at a head loss of 5m per km length of the pipe. Compute the diameter of the pipe in mm using f = 0.02 Choices: A. 681.95 B. 168.59 C. 961.85 D. 861. 95 Please help. Show complete solution and avoid truncation. Thank you
Note the values: E = 0 C = 8 40 KN 28 KN po
A rectangular channel 5.2 m wide by 1.4 m deep was laid to have a hydraulic slope of 0.001. Using n = 0.013. 1. What is its yield in m³/s? a. 16.63 b. 12.47 c. 19.12 d. 14.14 2. What savings in earth excavation could be realized by using most economical proportion? a. 0.85 cum b. 0.96 cum c. 1.05 cum d. 0.92 cum 3. What savings in lining per meter length could be realized by using most economical proportion? a. 0.8 m b. 0.944 m c. 1.13 m d. 1.04 m
Calculate the maximum safeload of square footing 3.5 m angle of shear being 36° FOS=3, Unit weight =16 kn/m3