flow in 6 inch diameter pipe is stagnated at the head of a very fine bore...
flow in 6 inch diameter pipe is stagnated at the head of a very fine bore tube as shown in the figure below. The water rises to a level 12 inches above the pipe. Another pressure tap in the side wall of the pipe records a water column 2 inch high.The flow rate in the pipe is most nearly(ft3/sec?)
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flow in 6 inch diameter pipe is stagnated at the head of a very
fine bore...
a flow rate = 20ft3/sec flows through a 30-in-diameter concrete pipe 6. (FE Practice problem) A...
a flow rate = 20ft3/sec flows through a 30-in-diameter
concrete pipe
6. (FE Practice problem) A flow rate 20 ft3/sec flows through a 30-in.-diameter concrete pipe (Manning's n constant with depth-0.013). The following data is given: Pipe length 800 ft Pipe invert elevation at upstream end of pipe 275.64 ft Pipe invert elevation at downstream end of pipe 270.96 ft The depth of flow (in.) in the pipe is most nearly: Upstream Invert elevation 275.64 t nvert elevation 270.96 A....
Determine the pressure and velocity at pipe C Part A The pressure in the 6-in-diameter pipe...
Determine the pressure and
velocity at pipe C
Part A The pressure in the 6-in-diameter pipe at A is 12 psi, and the water column rises to a height of h 38 ft.w 62.4 lb/ft3 Figure 1) Determine the velocity in the pipe at C Express your answer using four significant figures. View Available Hint(s) Figure 1 of 1 Vo5.55 ft,/s Submit Previous Answers X Incorrect: Try Again: 4 attempts remaining 0.5 in. Part B Complete previous part(s)
A pipe with an inner diameter of 8 inches (0.67 ft) carries water (ρ = 62.4...
A pipe with an inner diameter of 8 inches (0.67 ft) carries water (ρ = 62.4 lbm/ft3, μ = 6.72 x 10-4 lbm/ft ⋅s) horizontally at a flow rate of 3.1 ft3/s. The pipe has been in service for a very long time, so the wall surface has become fairly rough (ε = 0.008 inches). The pipe is 1550 ft long. A) Calculate ΔP over the pipe length in psi B) Suppose the old pipe is now replaced with a...
An orifice meter with a 2 inch diameter opening is used to measure the flow rate...
An orifice meter with a 2 inch diameter opening is used to measure the flow rate of water through a horizontal 3 inch diameter pipe. A mercury manometer is used to measure the pressure difference across the orifice. If the differential height of the manometer is 7 inches, determine the volumetric flowrate (gal/min) of water through the pipe. You may assume the discharge coefficient is 0.6.
at Your objective in this problem is to design a "simple" annular flow heat exchanger (see...
at Your objective in this problem is to design a "simple" annular flow heat exchanger (see the "simple" description the beginning of this HW). A heat exchanger of this kind can easily be built in your garage with two different size pper pipes along with some solder. Assume both fluids are water with the cold fluid flowing in the outer tube. The pipe diameters are based in Type L copper tube dimensions: outside diameter 1/2 -inch nominal tube is 0.625...
Open with Google Docs ▼ Question 3 Calculate the flow rate of water in a pipe of 30 cm diameter placed in an inclined position where a venturi meter is inserted, having a throat diameter of 15...
Open with Google Docs ▼ Question 3 Calculate the flow rate of water in a pipe of 30 cm diameter placed in an inclined position where a venturi meter is inserted, having a throat diameter of 15 cm. The difference of pressure between the main and throat is measured by a liquid of s.g. 0.6 in an inverted U-tube which gives a reading of 30 cm. The loss of head between the main and throat is 0.2 times the kinetic...
diameter the hole. of how 42. Water moves through a constricted pipe in steady, ideal flow....
diameter the hole. of how 42. Water moves through a constricted pipe in steady, ideal flow. At the lower point shown in Figure P14.42, the pressure is P1.75 X 101 Pa and the pipe diameter is 6.00 cm. At another point y0.250 m higher, the pressure is P2 1.20 X 104 Pa and the pipe diameter is 3.00 cm. Find the speed of flow (a) in the lower section and (b) in the upper section. (c) Find the volume flow...
part a-d 2 A paint sprayer pumps air through a constriction in a 0.025- m diameter pipe, as shown in the figure. The flow causes the pressure in the constricted area to drop and paint rises up th...
part a-d
2 A paint sprayer pumps air through a constriction in a 0.025- m diameter pipe, as shown in the figure. The flow causes the pressure in the constricted area to drop and paint rises up the feed tube and enters the air stream. The speed of the air stream in the 0.025-m diameter sections is 5.00 m/s. The density of the air is 1.29 kg/m3, and the density of the paint is 1200 kg/m3. We can treat the...
Water is flowing through a 600mm diameter horizontal pipe n = 0.013 and 1000m in length....
Water is flowing through a 600mm diameter horizontal pipe n = 0.013 and 1000m in length. A gage pressure downstream has a reading of 16 kPa and another gage in between the ends of the pipe reads 20 kPa while on the upstream side reads 30 kPa. a. Determine the total head loss of the pipe b. Determine the velocity of flow in m/s. c. Determine the rate of discharge in liter per second.
Water flows steadily downwards through a circular pipe of internal diameter 0.15 m inclined at 30°...
Water flows steadily downwards through a circular pipe of internal diameter 0.15 m inclined at 30° to the horizontal. A U-tube manometer is used to determine the pressure difference between two points displaced axially along the pipe by a distance 1.25 m. The reading on the manometer is 0.25 m of mercury. 1.25 m 0.15 m 30 0.25 m mercury Figure 2: Manometer and pipe Neglecting the thickness of the wall, determine between points 1 and 2: a. The difference...
a flow rate = 20ft3/sec flows through a 30-in-diameter
concrete pipe
6. (FE Practice problem) A flow rate 20 ft3/sec flows through a 30-in.-diameter concrete pipe (Manning's n constant with depth-0.013). The following data is given: Pipe length 800 ft Pipe invert elevation at upstream end of pipe 275.64 ft Pipe invert elevation at downstream end of pipe 270.96 ft The depth of flow (in.) in the pipe is most nearly: Upstream Invert elevation 275.64 t nvert elevation 270.96 A....
Determine the pressure and
velocity at pipe C
Part A The pressure in the 6-in-diameter pipe at A is 12 psi, and the water column rises to a height of h 38 ft.w 62.4 lb/ft3 Figure 1) Determine the velocity in the pipe at C Express your answer using four significant figures. View Available Hint(s) Figure 1 of 1 Vo5.55 ft,/s Submit Previous Answers X Incorrect: Try Again: 4 attempts remaining 0.5 in. Part B Complete previous part(s)
at Your objective in this problem is to design a "simple" annular flow heat exchanger (see the "simple" description the beginning of this HW). A heat exchanger of this kind can easily be built in your garage with two different size pper pipes along with some solder. Assume both fluids are water with the cold fluid flowing in the outer tube. The pipe diameters are based in Type L copper tube dimensions: outside diameter 1/2 -inch nominal tube is 0.625...
Open with Google Docs ▼ Question 3 Calculate the flow rate of water in a pipe of 30 cm diameter placed in an inclined position where a venturi meter is inserted, having a throat diameter of 15 cm. The difference of pressure between the main and throat is measured by a liquid of s.g. 0.6 in an inverted U-tube which gives a reading of 30 cm. The loss of head between the main and throat is 0.2 times the kinetic...
diameter the hole. of how 42. Water moves through a constricted pipe in steady, ideal flow. At the lower point shown in Figure P14.42, the pressure is P1.75 X 101 Pa and the pipe diameter is 6.00 cm. At another point y0.250 m higher, the pressure is P2 1.20 X 104 Pa and the pipe diameter is 3.00 cm. Find the speed of flow (a) in the lower section and (b) in the upper section. (c) Find the volume flow...
part a-d
2 A paint sprayer pumps air through a constriction in a 0.025- m diameter pipe, as shown in the figure. The flow causes the pressure in the constricted area to drop and paint rises up the feed tube and enters the air stream. The speed of the air stream in the 0.025-m diameter sections is 5.00 m/s. The density of the air is 1.29 kg/m3, and the density of the paint is 1200 kg/m3. We can treat the...
Water flows steadily downwards through a circular pipe of internal diameter 0.15 m inclined at 30° to the horizontal. A U-tube manometer is used to determine the pressure difference between two points displaced axially along the pipe by a distance 1.25 m. The reading on the manometer is 0.25 m of mercury. 1.25 m 0.15 m 30 0.25 m mercury Figure 2: Manometer and pipe Neglecting the thickness of the wall, determine between points 1 and 2: a. The difference...
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