For the 60 deg F gasoline flowing in the pipe (which is 5 feet above the...
The pipe is subjected to the force of F = 60 lbf. Determine the angle between F and the pipe segment BA and the projection of F along this segment. ft 4ft - > 4 ft til 2 ft F = 60 lb degrees FBA Ibf
vert Elevation ketch 5 Utilize the batter board method of horizontal and vertical control. The inside pipe diameter is 1 ft. The batter board setup should be 8.00 feet above the pipe invert and above the staked offset, which is 6 ft. horizontally from the pipe center. The pipe invert elevation is 11.62 t. The pipeline-offset stake is at station 5+00, elevation 18.32 ft. and level with the ground surface. The trench is 3 ft. wide. Create a sketch showing...
A 6" pipe 500ft long enlarged to a 12" pipe for 200 more feet. 5 cubic feet per second of water/second are flowing. If the pressure at the entrance is the 6" pipe is 200 psig what is the pressure at the discharge of the 12" pipe considering friction loss? Water temperature is 70 degrees F
2. (60 points) Water that is flowing in a pipe at 25 psia and 200 °F at a rate of 1900 lbm/hr (state 1), cools down to 20 psia and 110 °F (state 2). Then it is mixed with a stream of water at a rate of 1000 lbm/hr at 20 psia and 240 °F (state 3). The mixing process is constant pressure (P2=P;-P) and adiabatic. Find the heat transfer rate from the water (0) and final enthalpy and temperature...
L 2. Steady statemass balance: Water is flowing at steady state in a 0.1 meter-diameter pipe with a maximum velocity (turbulent profile) of 0.3 meters/sec. The pipe then goes through an expansion, to where it is then flowing in a 0.5 meter-diameter pipe, and the flow regime has changed from turbulent to laminar. In the second section of pipe, calculate the velocity as (a) block flow profile (Vavg), and (b) maximum velocity in laminar flow profile? HINT: you will need...
Find the forces (F1,F2,F3 lb) in Fig. 364.
(A=26, B=34, C=77) deg,
(D=3, E=5, F=6) ft,
F4=3740 lb
Find the forces (F1,F2,F3 lb) in Fig. 364. (A=26, B=34, C=77) deg, (D=3, E=5, F=6) ft, F4=3740 lb
10.20 Calculate the head loss for fresh water at 70°F flowing at 5 ft/s through a concrete pipe of diameter 2 ft and length 1200 ft. If no minor losses occur, what horsepower pump is required to move the fluid along 1200 ft of horizontal pipe?
Constants Part A lfaAB-2 rad/s. αΑΒ-5 rad/s2 , unc-3 rad/s , and aBC-6 rad/s2 , what is the acceleration of point C where the scoop of the excavator is attached? (Figure 1) Enter the r and y components of the acceleration separated by a comma vec ac I Submit Request Answen Provide Feedback Next > Figure 1 of 1 aBc 5.5 ITm 1.6 m 2.3 m 1 I 1 1 1 I I I 1 l 1 Mathematical Constants Symbol...
please solve
chi. Iduulu 1 8_48E Air at 1 atm and 60°F is flowing through a 1 ft xe square duct made of commercial steel at a rate of 1200 cfm Determine the pressure drop and head loss per ft of the duct 1 ft Air 1200 ft3/min 1 ft FIGURE P8–48E
2. Water at 60°F is pumped from a reservoir to the top of a mountain through a 6-in Schedule 160 pipe at an average velocity of 12 ft/s. The pipe discharges into the atmosphere at a level 3,000 ft above the level in the reservoir. The pipeline itself is 4,500 ft long. If the efficiency of the pump and the motor driving it is 70 percent and the cost of electric energy to the motor is 8 cents per kilowatt...