Answered: Water is flowing through a150 m long…

Water is flowing through a150 m long pipe at a velocity of 2 m/s. Calculate the minimum gradient required if friction coefficient is 0.01 and diameter is 0.5 m.

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: In a pipe 300 mm in diameter, water flows over a length of 300 m, connecting point A, at topographic…

Q: A straight pipe with a diameter of 100 mm and a length of 1000 m carries water at a flow rate of…

A: As per guidelines we need to answer only first 3 subparts

Q: A hydraulic jump o<<urs in a horizontal rectangular <hannel, which is I m wide. The pre-jump depth…

Q: Compute the velocity of the flow for a very smooth pipe if the hydraulic radius is 10ft, and slope…

A: we have hazen williams equation:V=1.318CR0.63S0.54so,C=coefficient ; for smooth pipe…

Q: Consider the simple pipe network below. Pipe AB and CF are both 500m long with diameters of 0.8m and…

A: LAB = LCF = 500 mL1 = 200 mL2 = 300 mQ = 3 m3/s

Q: A 10-cm diameter x 20 m long closed conduit pipe inclining at 45°, flowing upward full of water at a…

A: Given, D = 10 cm or 0.1 m L = 20 m P1 = 50 kPa f = 0.02

Q: For a fully developed laminar flow of water (dynamic viscosity 0.001 Pa-s) through a pipe of radius…

A: Given data- dynamic viscosity μ=0.001 Pa-sRadius R=5 cmpressure gradient ∂P∂x=-10 Pa/mradial…

Q: Which of the following statements is false? Group of answer choices Infiltration increases as…

A: Given statements and asked to find which of the following statements are false. 1. Infiltration…

Q: The elbow flow passage volume is 0.4 m. The water volume flowrate at the inlet is 0.4 m/s and the…

Q: A rough pipe of 0.5 m diameter, 300 m length and roughness height of 0.25 mm, carries water…

A: Given data- A rough pipe- diameter d=0.5 m,length L=300 m,roghness height = 0.25 mm,kinematic…

Q: Example 6.1. In a pipe of 90 mm diameter water is flowing with a mean velocity of 2 m/s and at a…

Q: The pressures at the ends of 605m long horizontal pipe flow are 350 kPa and 270 kPa. The pressure at…

A: The values given in the question are as follows length of the pipe(L)=605 m Pressure at upstream end…

Q: Q- A 2 km long pipe of 0.2 m diameter connects two reservoirs. The difference between water levels…

Q: 1. An open horizontal tank, 1.5m high, 2m wide, and 5m long is full of water. Find the difference in…

Q: Water ilt in 150 ft e Tunnel 30 ft-

Q: Water flows under the sluice gate shown in the figure below. Determine the flowrate if the gate is…

Q: Ogee spillway with a designed water depth of hd= 3 m. Downstream of spillway is a straight floodway…

Q: 9. Calculate the hydraulic radius in case of maximum velocity if the radius of the section is 8m. a)…

Q: A horizontal pipe has 3 smooth 90o bends before it exits into a reservoir. The velocity in the…

A: ASKED: To compute the total frictional head loss in the given pipe. Given, Velocity of flow in the…

Q: Water is flowing in a straight 100 mm diameter new cast iron pipe (e = 0.3 mm, C = 130) of the…

Q: Determine the required gradient per 100 m for a gravity main for flow to occur. Q = 0.21 m3/s, L =…

A: Given: Discharge, Q = 0.21 m3/s Length of flow, L = 100 m Velocity of flow, v = 0.75 m/s Friction…

Q: A rough pipe of 0.5 m diameter, 300 m length and roughness height of 0.25 mm, carries water…

Q: Water flows in a rectangular open channel with a depth of y = 0.45 m and velocity of V = 1.45 m/s.…

Q: Determine the required gradient per 100 m for gravity main for flow to occur. Q = 0.21 m3/s, L = 100…

A: Given: Discharge, Q = 0.21 m3/s Length of flow, L = 100 m Velocity of flow, v = 0.75 m/s Friction…

Q: Consider the simple pipe network below. Pipe AB and CF are both 500m long with diameters of 0.8m and…

A: Pipes section with their dimensions and their friction factor are given…

Q: A 2.0m diameter concrete pipe on a slope of 0.005 is to carry water at a normal depth of 1.5m.…

A: Given data: Diameter of the pipe (D) = 2.0m Slope (S) = 0.005 Normal depth of eater (d) = 1.5m…

Q: A pipe carrying water tapers from cross section 0.5 m² at A to 0.2 m² at B. The average velocity at…

A: Cross sectional area = 0.5 m2 ar A and 0.2 m2 at B.The average velocity at A = 2 m/s and Pressure =…

Q: Water flows along a 250mm diameter water main, which has a Darcy friction factor value of 0.026, at…

A: GIVEN, Diamter of the pile(d)=250mm length of the pipe(L)=640m friction factor(f)=0.026 pressure at…

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

Water is flowing through
a150 m long pipe at a
velocity of 2 m/s. Calculate
the minimum gradient
required if friction
coefficient is 0.01 and
diameter is 0.5 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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps

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

-№ L2 Ly Fig. P. 3.5.19 sakeses
Water flows through a new cast iron pipe at a velocity of 1.8 m/s. The pipe is 480 m long and has a diameter of150mm. Determine the head loss due to friction using Manning’s formula with n = 0.012.
Situation: Two pipes are connected in parallel. L1 = 1200 m, D1 = 50 cm, L2 = 1500 m. D2 = 35 cm, Q = 1.2 m³ / s. Find: Division of flow of water. Assumptions: Friction factor, f, is equal in both lines.
64 Q. No 2). A pipe line is designed to supplying water with flowrate of X 1/s to fulfil the demand and consumption of a city. Determine the head loss and velocity of flow in 1500 m long water supply line section having diameter of Y cm. Assuming coefficient of friction factor f=0.00155. 19.2 lowrate) and Y (Diameter) from following table
Along a 50-m pipeline, there is a half-open globe valve (K = 10), four 90-degree smooth bends (K = 0.45), and six 45-degree elbows (K = 0.15). Ignoring the major head loss, what will be the pressure drop in this pipe if the flow velocity is 1 m/s? Fluid is water: Specific weight = 9810 N/m³. O 0 kPa O 6.35 kPa O 13.81 kPa O 21.67 kPa
3. An opening gate was installed in an irrigated land drainage system automatic to avoid flooding, articulated in O and with an angle of 0 = 40° with the horizontal, as shown in the figure. The gate weighs W = 9.0 kN and has a height L = 1.7 m; width w = 1,8 m. a) If the height of water is equal to h = 0.65 m, determine the resulting force of water on the gate and the application point in relation to point O. b) To what height of water h will the gate open? That is, rotate in the anti-schedule. L h
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
Please answer in two decimal places
need complete solution. need ASAP. thank you
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