A typical 1-in. chlorine gas is carried by using Schedule 40 horizontal steel pipe. At a pressure of 6 atm abs, a temperature of 120 °C, and a velocity of 35 m/s, the gas enters the pipe through a rounded opening. (a) What is the pipe's maximum feasible length? (b) And what's the pressure and temperature of the gas at its maximum length at the pipe's end? Assume that the flow is adiabatical. y = 1.36 and M = 70.91 for chlorine.

A typical 1-in. chlorine gas is carried by using Schedule 40 horizontal steel pipe. At a pressure of 6 atm abs, a temperature of 120 °C, and a velocity of 35 m/s, the gas enters the pipe through a rounded opening. (a) What is the pipe's maximum feasible length? (b) And what's the pressure and temperature of the gas at its maximum length at the pipe's end? Assume that the flow is adiabatical. y = 1.36 and M = 70.91 for chlorine.

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

For fully developed laminar pipe flow, if the diameter of the pipe is decreased by a factor of 3 whereas the length of pipe and flow rate is kept fixed the head loss will …………. Please fill the blank with correct answer.
Question 3 Water flows through a 2-in.-diameter (5.08 cm) tube that suddenly contracts to 1 in. diameter (2.54 cm). The pressure drop across the contraction is 3.45 kPa. Determine the volume flow rate. Minor Loss Coefficients for Pipe Entrances Entrance Type Reentrant Minor Loss Coefficient, Ka 0.78 Square-edged Rounded "Based on h-K(V2/2), where V is the mean velocity in the pipe. Contraction loss coefficient, K [ h = Kc \ /² ] 0.5 r/D K 0.02 0.06 ≥ 0.15 0.28 0.15 0.04 Contraction Expansion A1 A2 A₂ AR Ag/A = AR = A₁/A2 1.0 0.8 0.6 0.4 0.2 0.2 о T ° 0 0.2 0.4 0.6 0.8 1.0 Area ratio, AR 1.0 OOOO 0.8 0.6 Expansion loss coefficient, K Loss coefficients for flow through sudden area changes.
PROBLEM: VA-34 FROM THE BOOK: ENGINEERING THERMOFLUIDS, M. MASSOUD.
Problem 5. A horizontal rough pipe with surface roughness of 1.5 × 104 m is used to transport pressurized air at a flow rate of 7 × 102 m³/s. The design guidance requires that the pressure drop must be no more than 4.2 kPa per 50 m length of the pipe. Determine the minimum diameter of the pipe
Question 1 A pipeline of length 2000 m and diameter 200 mm connects two water supply reservoirs together. (a) If the value of the frictional factor, f, for the pipeline is 0.02 then determine the flow in the pipeline when the head difference between the two reservoirs is 20 m. (b) If an increase in demand requires that the flow be increased by 40% then determine what length of the same diameter pipe is required to satisfy this demand if it is connected as shown in Figure 1. Assume that the friction factor for the new pipe is the same as the existing one. New pipeline 20 m
The pressure drop in a horizontal commercial steel pipe should not exceed 1 psi per 150 feet of pipe length for flow rates up to 500 gal/min. If the water temperature is never below 50 F°, determine the necessary pipe diameter.
QUESTION 2 Discharge occurs through a vertical pipe of a single-acting piston pump that is 2 m in length, 50 mm in diameter, and is fitted with an air chamber. The piston has a diameter of 150 mm and a stroke length of 300 mm. The pump is 1.9 m above the water level in the sump. Assume the atmospheric pressure to be 10.3 m of water, Fanning friction factor of 0.007, and the speed of the pump is 50 rpm. Determine the flow rate into or out of the air chamber when the crank makes an angle of 10°, 110°, and 170° with the inner dead center.