7 A cast iron pipe (roughness = 0.010 in) connects two reservoirs. The pipeline is 1300 ft long and has a diameter of 10 in. If it were to convey 10 cfs, what would be the frictional head loss (in feet) for this pipe? Assume the fluid is water at 60°F with a kinematic viscosity of 1.2 x 10-5 ft2/s. Report your answer in feet with two decimal places. Type your answer...

7 A cast iron pipe (roughness = 0.010 in) connects two reservoirs. The pipeline is 1300 ft long and has a diameter of 10 in. If it were to convey 10 cfs, what would be the frictional head loss (in feet) for this pipe? Assume the fluid is water at 60°F with a kinematic viscosity of 1.2 x 10-5 ft2/s. Report your answer in feet with two decimal places. Type your answer...

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: A calibration test of a 12.5 mm diameter circular sharped-edged orifice in a vertical side of a…

Q: 4) In the system below, pipe A has a diameter of 6", a length of 1500 ft and a friction factor of…

A: Given Parallel pipesVelocity in pipe B 5 ft/sLengths of A and B = 1500 and 1000 ftDiameter of A and…

Q: Small-diameter, high-pressure liquid jets can be used to cut various materials as shown in the…

A: Reference : Fluid mechanics,Water jet pressure. Given : 0.1 mm diameter and 690 m/s To find : 1.…

Q: 1. The represents the roughness of a pipe whereas the Icoefficient accounts for the roughness of the…

A: This question is related to the Fluid Mechanics from Civil Engineering. This question is based on…

Q: Please show all steps and units. Thank you

A: Given data:- The given diameter of the pipe, D=200 mm The given minor loss, K=0.3 The given…

Q: Neglecting minor losses in the pipe, determine the flows in the pipes and the pressure heads at the…

A: Discharge is the main quantity in any sector that is used to transfer fluid from one place to…

Q: Oil with density of (925 kg/m3 ) (9 = 0.00001 m2/s, and Q = 0.2 m3/s) is flowing through 500m pipe…

Q: please solve

A: Step 1:Step 2:Step 3: Step 4:

Q: Fluid Mechanics Question

Q: Describe about the piston with pressure chamber in the statnamic test.

A: The statnamic test is the tests which are used for determining load carrying capacity of deep…

Q: Problem 1: A 300 mm x 75 mm venture meter is inserted in a 300 mm Ø main pipeline vhere water flows…

A: Friction loss is the resulting resistance as water (fluid) moves along the inside wall of either a…

Q: In the figure below, a block is sliding down over a liquid film. Calculate the average pressure (in…

A: Given data in question Weight of block Angle of inclination Thin liquid film Base area To find out…

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

7
A cast iron pipe (roughness = 0.010 in) connects two reservoirs. The pipeline is 1300 ft long and has a diameter of 10 in. If it were to convey 10 cfs,
what would be the frictional head loss (in feet) for this pipe? Assume the fluid is water at 60°F with a kinematic viscosity of 1.2 x 10-5 ft2/s. Report
your answer in feet with two decimal places.
Type your answer...

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: Give data

VIEW

Step 2: Calculate formula

VIEW

Step 3: Calculate friction factor

VIEW

Solution

VIEW

Step by step

Solved in 4 steps with 4 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

Consider the figure below where AX=1000 ft, AY=750 ft, AZ-50 ft, Kx=50, PHI=27%, μ-30 cp, Pi=4500 psi, B=1 RB/STB, Bº=1 RB/STB, Ct= 1.6*106 psi-¹, At=10 days. 40 STB/D 150 STA/D 100 STB/D II I HAR AR 8 Ax Calculate pressure distribution across the reservoir for one time step assume constant pressure boundary conditions (Explicitly). . (Grid block 1 involves injection, Grid block 2 involves production, Grid block 5 involves injection) NO
Gasoline having a specific gravity of 0.8 is flowing in the pipe shown at a rate of 5 cfs. What is the pressure at section 2 when the pressure at section 1 is 18 psig and the head loss is 9 ft between the two sections? Assume a = 1.0 at all locations. A₁ = 0.80 ft² O 30.6 psia O 2592.0 psia O 2286.6 psia 15.9 psia Vertical 12 ft A₂ = 0.20 ft²
Your company will build a water tank to service a building that is 100 ft away with 20 psi water pressure at an elevation of 10 ft. What is the minimum height of the tank? Rules of thumb - Water pressure for each 1 ft = 0.433 psi Friction losses in the pipes: • 5 ft of head per 1000 ft • 2.2 psi per 1000 ft O 66.9 ft O 26.9 ft O 36.9 ft O 56.9 ft O 46.9 ft O 76.9 ft
Civil
The velocity of oil flowing thru a 30mm diameter pipe is equal to 2m/s. Oil has a kinematic viscosity of 5x10^-5 m2/s. If the pipe has a length of 120m. Compute for the Reynolds number. Compute for the friction factor. Compute the head loss of the pipe.
Find the difference in pressure (in psi) between tanks A and B as shown in the figure if d1 = 13.2", d2 = 6.4", d3 = 19.2", and d4 = 9.2". %3D Air B 45° Water dz Mercury dz
Water backs up behind a concrete dam as shown in figure Leakage under the foundation gives a pressure distribution under the darri as indicate If the water depth, h, is too great, the dam will sopple over about its toe (Point A) For the dimensions given, determine the factor of safety agarest overtuming moment if L-120 fh and h - 50 n. Base your analysis on a unit length of the dam The specific weight of the concrete is 150 ib/tt3 Water
The pressure in a 3 cm diameter pipe is 400 kPa. What is the velocity of flow in the pipe?
Water flows through a 600 mm diameter pipe with a velocity of 2.7 m/s. Bulk modulus of water is 2060 MPa and the pipe has modulus of elasticity of 200 GPa. The pipe has thickness of 18 mm. If a valve is closed in 4.5 seconds at the downstream end of the 3200 m. pipeline, what is the peak pressure development by the closure?
help asap fill out table
Please solve this problem using Moody's Diagram. Aslo, please show the reynold's number that you are getting
A pipe has an outer diameter of 26 mm and an inner diameter of 19 mm. What is the polar moment of inertia "J" for the shaft in mm^4? Type your answer...