2. WITH THE VELOCITY OF 1 M/S IN THE 200-MM-DIAMETER PIPE IN THE FIGURE SHOWN. CALCULATETHE FLOW THROUGH THE SYSTEM AND THE HEAD “H"REQUIRED. ASSUMING f =0.02 FOR ALL PIPES ANDNEGLECT MINOR LOSSES. Pipe DataPipeLength, L (m)Diameter, D (mm)3002003003006003003500300800300

Head loss is given byHL=8fLQ2gD5π2Between 1 and 2 both are perpendicular…

Answered: 2. WITH THE VELOCITY OF 1 M/S IN THE…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Question 7 2 pts A pipe connected in series has the following roughness or friction coefficients: Pipe 1 C = 100 (Hazen-Williams) Pipe 2 n = 0.015 (Chezy-Manning) Pipe 3 f = 0.020 (Darcy-Weisbach) All pipes have a diameter of 400mm, length of 1 kilometer, and flow rate of 150 L/s. Determine the headloss on Pipe 3 in meters.
Two pipes with C1 = 110, connected in series, discharge 3.65 ft3/s with a loss of head of 25 ft. Each pipe has a length of 1000 ft. If one pipe has a diameter of 16 inches, compute: diameter of the other pipe. Neglect minor losses.
For the series/parallel pipe system shown, determine the total head loss in the system if the discharge in line 2 is 150 L/s. If the pressure at A is 400 KPa, what is the pressure at C? Diameters are in mm and pipe lengths in m. Problem 3 f=0.018 D,=350 L=2500 B f-0.023 D3=300 L=1200 f=0.02 C f-0.021 D f=0.022 E D,=500 L=1000 D3=300 L5=800 D-600 L,=1200 f-0.022 D=350 L4=1500
At night, water is pumped from a treatment plant reservoir through distributing piping to an elevated storage tank. Assume no other withdrawals from the system. The water surface in the supply reservoir is at 3m elevation, the lift pump elevation is 6m, the water elevation in the elevated tank is 42m. The pipe network maybe considered equivalent to 1500m of 250mm diameter. Use C=100. There is a supply of 60 Liters/sec. to the tank. a. Compute the head loss of the 250mm diameter pipe. b. Compute the pump discharge pressure required to supply a flow of 60L/s to the tank, c. Compute the slope of the energy gradient
Compute the friction factor for the smaller pipe when two smooth pipes are connected in series where the larger pipe is 300 mm in diameter and the smaller pipe is 150 mm in diameter. Re for the flow in the bigger pipe is 12,000.
Given below are pipe lengths, sizes and connections. All pipes have a friction factor of 0.020. If the flow from A to B is 8cfs. a.) Determine the head loss in feet in PIPE 1. b.) Determine the head loss in feet in PIPE 5. c.)Determine the flow in the upper branch pipe Q2 in cubic feet per second.
Q2. Determine the flow rates in the three Cast Iron pipes in the figure shown (Assume complete turbulence, rough pipes). P1 Tank 1 Pipe 1 45 m P3 P2 Tank 3 Tank 2 Pipe 3 Pipe 2 D e ipe L (m) e/D f k Pipe Equation (cm) (тm) (m³/s) 1 15 180 20 100 3 12 55 Pressure (P) (pascal) Tank z (m) Total Head (m) 1 50,000 2 300,000 3 70,000
Water is pumped from a supply reservoir to a ductile iron water transmission line. The high point of the transmission line is at point A 1 km downstream of the supply reservoir and the low point of the transmission is at point B 1 km downstream of point A. If the flow rate through the pipeline is 1m³/s the diameter of the pipe is 750mm and the pressure at A is to be 350 kPa. A) estimate the head that must be added by the pump. B) estimate the power supplied by the pump. C) calculate the water pressure at B.
A PIPELINE WITH A PUMP LEADS TO A NOZZLE AS SHOWN. FIND THE FLON RATE WHEN PUMP DEVELOPS AN 80FEET HEAD. ASSUME HEAD LOST IN THE 8-INCH PIPE TO BE THERE TIMES ITS VELOCITY HEAD WHILE THE HEAD LOST IN THE 4-INCH PIPE TO BE TEN TIMES VELOCITY HEAD. FIND: a)COMPUTE THE FLOW RATE b) FIND THE PRESSURE HEAD AT THE SUCTION SIDE. PLEASE ANSWER IMMEDIATELY WITH COMPLETE SOLUTION THANK YOU!
Three pipes 1, 2, 3 are connected in parallel. The properties of each pipe are given in the table. The combined discharge of the three pipes is 0.61 m3/s. Use Hazen-Williams coefficient of 100 for all pipes. Use table below for the properties of the pipes. a.) calculate the total head loss (A. 181 m B. 461 m. C . 411 m. D. 731 m) b) Solve for the rate of flow in pipe 1 ( A. 0.1249 m3/s. B. 0.1645 m3/s. C. 0.1145 m3/s. D. 0.1225 m3/s). C.) c) Calculate the rate of flow in pipe 2. ( A. 0.1032 m3 /s. ,B. 0.1255 m3 /s. C. 0.7865 m3/s. D. 0.3955 m3/s)
Consider the figure shown below. If the flow rate of water from the tank is 0.03 m/s, the pressure at point 2 is 120kPa. Height of water in the tank is 4m and the pipe diameter is 160mm with a friction factor of 0.020. Solve for the height h if the branch line is shut off, and if the branch line is open so that half of the flow from the tank goes into the branch and half continues in the main line. Determine the difference in the head losses in both directions. Neglect minor losses. Vent | 4m 160mmø pipe Branch Line B A 1.75m Main Line 300m 200m ANSWER: a. h = 13.918m, b. h = 10.585m c. HL = 3.2479m
A municipality wants to determine the flow rate into the plant based on pipe size, elevation difference, and assumed roughness, for the water supply reservoir is shown in the figure below. The pipe is an old 4-inch diameter Cast Iron with a Hazen Roughness coefficient of 100 & 223 feet long. The difference in elevation is 62 feet. The pipe has a strainer at the entrance (k-1.9), a valve (k=8.6), a check valve (k = 2:7) and 3- 90° bends (k-0.83). The flow exits into a receiving pond at the WTP. Provide the flow rate in Gallons Minute. per WTP Az

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

2. WITH THE VELOCITY OF 1 M/S IN THE 200-MM- DIAMETER PIPE IN THE FIGURE SHOWN. CALCULATE THE FLOW THROUGH THE SYSTEM AND THE HEAD “H" REQUIRED. ASSUMING f =0.02 FOR ALL PIPES AND NEGLECT MINOR LOSSES.