Q1: Write a material balances and pressure drop equations for the following pipes network: 90 lis 55 600 m 45 254 mm 10 600 m 254 mm C +ve 600 m C 152 mm 600 152 mm 15 60VS 600 m 152 mm 600 m 152 mm 35

Q1: Write a material balances and pressure drop equations for the following pipes network: 90 lis 55 600 m 45 254 mm 10 600 m 254 mm C +ve 600 m C 152 mm 600 152 mm 15 60VS 600 m 152 mm 600 m 152 mm 35

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

Use g=32.2 */sec2 (9.81 m/s2) and 60°F (16°C) water unless told to do otherwise.• Google schedule-40 pipe’s thickness at different nominal size to obtain the innerdiameter of the pipe for accurate determinaLon of flow velocity.• Must show your work to support your selecLon. Otherwise, no points will be given.• No peer discussion is allowed.. A cylindrical tank 5 ft high has a constant diameter of 4 ft is full of water. The tank has a hole2. A cylindrical tank 5 * high has a constant diameter of 4' is full of water. The tank has a holein its bo]om that measures 0.1ft^2. All losses are insignificant. How long will it take for the tankto empty? Note that you can NOT assume a staLc head and constant flow rate because thewater head in the tank decreases as the water flows out of the tank (A) 35 sec(B) 70 sec(C) 105 sec(D) 140 sec
Use g=32.2 */sec2 (9.81 m/s2) and 60°F (16°C) water unless told to do otherwise.• Google schedule-40 pipe’s thickness at different nominal size to obtain the innerdiameter of the pipe for accurate determinaLon of flow velocity.• Must show your work to support your selecLon. Otherwise, no points will be given.Water flows through a schedule-40 pipe that changes gradually in diameter from 6 in (154mm) at point A to 18 in (429 mm) at point B. The volumetric flow rate is 5.0 *3/sec (130 L/s). The respecLve pressures at points A and B are 10 psia (70 kPa) and 7 psia (48.3 kPa). All lossesare insignificant. What are the direcLon of flow and velocity at point A? (A) 3.2 */sec (1 m/s); from A to B(B) 25 */sec (7.0 m/s); from A to B(C) 3.2 */sec (1 m/s); from B to A(D) 25 */sec (7.5 m/s); from A to B
Water is flowing through a pipe with an inside diameter of 4 inches. The volumetric flow rate is 24 GPM (gallons per minute). Determine the average velocity of the water in the pipe in ft/s. Group of answer choices 0.547 0.613 0.388 0.784
9.) A 250-mm-diameter pipe (f = 0.015), 150 m long, is connected in series with another 200-mm-diameter pipe (f = 0.02), 200 m long. Determine the diameter of an equivalent single pipe of length 350 m and f = 0.025 that could replace the two pipes. Answer: 226 mm Subject: fluid mechanic Lesson: *Conservation of Energy *Fluid Flow in Pipes
Oil flows thru a 50 mm diameter pipe having a head loss of 12 m. The length of the pipe is 120 m. long. If the oil has a Reynold’s Number equal to 1600, compute the velocity of the oil flowing in the pipe. choices: A. 0.156 B. 1.566 C. 6.155 D. 5.166
You are the mechanical engineer supervising the layout of a piping system. In a certain portion of the pipe, the specifications are as follows: length of pipe is 10m, inside diameter of 30cm, outside diameter of 30.5cm, maximum allowable speed of 15m/s and a coefficient of 0.003456. If the uncertainties are 0.02mm for length, 0.8mm for the diameters and 0.1mm/s for the velocity, what loss of head will be imminent in this pipe?
You are the mechanical engineer supervising the layout of a piping system. In a certain portion of the pipe, the specifications are as follows: length of pipe is 10m, inside diameter of 30cm, outside diameter of 30.5cm, maximum allowable speed of 15m/s and a coefficient of 0.003456. If the uncertainties are 0.02mm for length, 0.8mm for the diameters and 0.1mm/s for the velocity, what loss of head will be imminent in this pipe? With all the above uncertainties, what is the total uncertainty in the head loss?
You are the mechanical engineer supervising the layout of a piping system. In a certain portion of the pipe, the specifications are as follows: length of pipe is 10m, inside diameter of 30cm, outside diameter of 30.5cm, maximum allowable speed of 15m/s and a coefficient of 0.003456. If the uncertainties are 0.02mm for length, 0.8mm for the diameters and 0.1mm/s for the velocity, what loss of head will be imminent in this pipe? In the piping system above, what is the uncertainty in computed head loss contributed by the velocity of the pipe?
A 400 gpm piping system is composed of the following pipes and fittings. Using the chart; Determine the Following: a. Equivalent length at suction in ft b. Equivalent length at discharge in ft c. Total friction loss in the installation, in ft. Suction side (4.5” Փ) Length of straight pipe 210 ft Long sweep elbow 5 pcs Standard Tee 2 pcs Globe valve 1 pc Checked valve 1 pc Gate valve (fully open) 1 pc Discharge side (4.0” Փ) Straight pipe 200 ft Standard elbow 4 pcs Standard Tee 3 pcs Gate valve (fully open) 1 pc
7. When you work for a company that studies the performance of car engines, you are tasked with accurately measuring the amount of air intake by car engines. A gas flow meter was introduced from the United States to measure the amount of air. This flow meter measures the flow rate using the pressure difference. Looking at the instruction manual of this flow meter, the following equations were found for the pressure difference head and volume flow [unit, volume/time]. ▷ Volumetric Flow Rate[ft°/min]: =(55.3658* DP-0.143168* DP^ 2)) However, DP is the head (water height) of the manometer, and the unit is inch to be. In the above equation, if you insert DP[inch], the air volume flow rate can be calculated and the unit of the volume flow rate is ft/min. Complex unit conversion is included in the constant in front of DP, so you don't need to worry about it. Before the experiment to measure the amount of air inhaled into the engine, the current atmospheric pressure and temperature were…
1-A steel discharge pipe with a roughness equal to 0.5 mm is 800 m long and pumps 265 m³ of water per hour at a temperature of 20°C. The pipe diameter is 25 cm. Calculate the head loss. Data: kinematic water viscosity equal to 10-6 NOTE: if necessary, use Moody's DiagramHelp?
Like you, we deeply value honesty and integrity. Learn about our honor code. *Response times may vary by subject and question complexity. Median response time is 34 minutes for paid subscribers and may be longer for promotional offers. Povide solutions with complete illustrations Three reservoirs are connected in a common junction. Following are the pertinent information: Reservoir A: Elevation 90 m, 1800 m pipe with 400 mm diameter and f = 0.02Reservoir B: Elevation 50 m, 2000 m pipe with 500 mm diameter and f = 0.025Reservoir C: Elevation 10 m, 4000 m pipe with 800 mm diameter and f = 0.03 Determine the flow in each pipe.