Water flows through a pipe under gravity flow. The pipe drops 4 m in elevation for...
Water flows through a pipe under gravity flow. The pipe drops 4 m in elevation for every 140 m of horizontal pipe. Determine the diameter of pipe (in cm) that would be required to carry 190 L/s of water using the Manning Equation. Assume n = 0.013.
Homework Answers
Add Answer to:
Water flows through a pipe under gravity flow. The pipe drops 4
m in elevation for...
When a 22 cm pipe flows full of water under gravity flow the flow rate is...
When a 22 cm pipe flows full of water under gravity flow the flow rate is 0.050 m3/s. If the pipe flows partially full, determine the depth of flow that would result (in cm) in the pipe when the ratio of the partial flow to the full flow (q/Q) is 0.80. Round answer to one decimal place.
4. An old, rough-surfaced, 2-m-diameter concrete pipe with a Manning coefficient of 0.025 carries water at...
4. An old, rough-surfaced, 2-m-diameter concrete pipe with a Manning coefficient of 0.025 carries water at a rate of 5.0 m'/s when it is half ful. This pipe is to be replaced by a new smooth pipe with a Manning coefficient of 0.012. Determine the diameter of the new pipe if it also is to flow half full with a flow rate of 5.0 m'/s Water initially flowing in the horizontal section of pipe of diameter 12.00 cm shown in...
(b) Water flows under gravity between two reservoirs through a pipe of length 5000m. The diameter of the pipe is 0.2 m...
(b) Water flows under gravity between two reservoirs through a pipe of length 5000m. The diameter of the pipe is 0.2 m and the roughness size is 0.04 mm. The water levels in the two reservoirs are maintained with a difference of 50 m. Determine the discharge through the pipe. Neglect all minor losses. Use the attached Moody diagram for estimation of friction factor. (10 marks) (c) In (b), now include entry loss at the upper reservoir with loss coefficient...
(b) Water flows under gravity through a pipeline connecting two reservoirs as shown in Figure 2....
(b) Water flows under gravity through a pipeline connecting two reservoirs as shown in Figure 2. The pipeline consists of 2 km of pipe diameter 400 mm and sand roughness equivalent 0.03 mm followed by an abrupt change to 3 km of 500 mm diameter pipe of sand roughness equivalent 0.08 mm. The pipe discharges as a free jet into a reservoir. The difference in elevation between the water surface of the upstream reservoir and the discharging jet is 21...
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....
39. (a) Water flows under gravity from Reservoir A to Reservoir B first through a 900-m long pipe (pipe a) and then thr...
39. (a) Water flows under gravity from Reservoir A to Reservoir B first through a 900-m long pipe (pipe a) and then through two pipes (b and c) in parallel. The lengths, diameters and friction factors of the pipes are listed in the table. The water level in Reservoir A is always higher than that in Reservoir B by 20 m. Calculate the total discharge between the reservoirs. Neglect all minor losses. (15 marks) (b) Which of pipes b and...
Water flows at a rate of 22 L/min through a horizontal 7.0-cm-diameter pipe under a pressure...
Water flows at a rate of 22 L/min through a horizontal 7.0-cm-diameter pipe under a pressure of 17.0 Pa . At one point, calcium deposits reduce the cross-sectional area of the pipe to 21 cm2 . What is the pressure at this point? (Consider the water to be an ideal fluid.) Express your answer using two significant figures.
Water with pressure of 190 kPa flows down hill through a pipe with a 3.90 cm...
Water with pressure of 190 kPa flows down hill through a pipe with a 3.90 cm diameter hose at a speed of 1.2 m/s. It then exits through a smaller pipe m of diameter 1.50 cm which is 5.00 m below the upper pipe. a. What is the speed of the water exiting at the lower pipe opening? b. What is the water pressure at the exit of the lower pipe. ?
1. Water flows through a commercial steel pipe, as sketched below (not to scale): SIDACTION D2ELBSOW...
1. Water flows through a commercial steel pipe, as sketched below (not to scale): SIDACTION D2ELBSOW し1 L2 D2 SUDDEN EXPANSIOND The water enters a pipe at point A with a diameter, Di, of 25 cm at a flow rate, Q, of 0.075 m3/s. After a length, Li, of 150 m, there is a sudden contraction to a smaller diameter, D2, of 10 cm. Following another length, L2, of 95 m, there is a 45° elbow, turning the pipe towards...
Water flows at a rate of 21 L/min through a horizontal 8.0-cm-diameter pipe under a pressure...
Water flows at a rate of 21 L/min through a horizontal 8.0-cm-diameter pipe under a pressure of 3.8 Pa . At one point, calcium deposits reduce the cross-sectional area of the pipe to 39 cm2 . What is the pressure at this point? (Consider the water to be an ideal fluid.) Express your answer using two significant figures. p= Pa
4. An old, rough-surfaced, 2-m-diameter concrete pipe with a Manning coefficient of 0.025 carries water at a rate of 5.0 m'/s when it is half ful. This pipe is to be replaced by a new smooth pipe with a Manning coefficient of 0.012. Determine the diameter of the new pipe if it also is to flow half full with a flow rate of 5.0 m'/s Water initially flowing in the horizontal section of pipe of diameter 12.00 cm shown in...
(b) Water flows under gravity between two reservoirs through a pipe of length 5000m. The diameter of the pipe is 0.2 m and the roughness size is 0.04 mm. The water levels in the two reservoirs are maintained with a difference of 50 m. Determine the discharge through the pipe. Neglect all minor losses. Use the attached Moody diagram for estimation of friction factor. (10 marks) (c) In (b), now include entry loss at the upper reservoir with loss coefficient...
(b) Water flows under gravity through a pipeline connecting two reservoirs as shown in Figure 2. The pipeline consists of 2 km of pipe diameter 400 mm and sand roughness equivalent 0.03 mm followed by an abrupt change to 3 km of 500 mm diameter pipe of sand roughness equivalent 0.08 mm. The pipe discharges as a free jet into a reservoir. The difference in elevation between the water surface of the upstream reservoir and the discharging jet is 21...
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....
39. (a) Water flows under gravity from Reservoir A to Reservoir B first through a 900-m long pipe (pipe a) and then through two pipes (b and c) in parallel. The lengths, diameters and friction factors of the pipes are listed in the table. The water level in Reservoir A is always higher than that in Reservoir B by 20 m. Calculate the total discharge between the reservoirs. Neglect all minor losses. (15 marks) (b) Which of pipes b and...
1. Water flows through a commercial steel pipe, as sketched below (not to scale): SIDACTION D2ELBSOW し1 L2 D2 SUDDEN EXPANSIOND The water enters a pipe at point A with a diameter, Di, of 25 cm at a flow rate, Q, of 0.075 m3/s. After a length, Li, of 150 m, there is a sudden contraction to a smaller diameter, D2, of 10 cm. Following another length, L2, of 95 m, there is a 45° elbow, turning the pipe towards...
Most questions answered within 3 hours.
-
The labor force minus the number of employed equals the number
of unemployed.
a. True
b....
asked 1 hour ago -
Determine the mass in units of grams [g] of 0.49 moles [mol]
of a new fictitious...
asked 2 hours ago -
A horizontal mass of M=5kg is on a spring and stretched to
x=0.5m when released from...
asked 3 hours ago -
26 of 50
"I have worked at the Arizona Humane Society for ten years, and
have...
asked 3 hours ago -
Compare and contrast zero based budgeting and incremental (or
base year) budgeting.
asked 3 hours ago -
4 pts 10. Which of the following hypothesis would be MOST
difficult to test experimentally? Group...
asked 3 hours ago -
A business owner makes 1,000 items a day. Each day he or she
contributes eight hours...
asked 3 hours ago -
A
circular loop in the plane of a paper lies inca0.65 T magnetic
field pointing into...
asked 4 hours ago -
A business owner is trying to decide whether to buy, rent, or
lease office space and...
asked 4 hours ago -
Thermal Storage Solar heating of a house is much more efficient
if there is a way...
asked 4 hours ago -
Considering the “fits” for group and job design dimensions,
suppose you had 12 employees with different...
asked 4 hours ago -
Consider TCP connection management.
How many segments are typically involved in the TCP connection
establishment? What...
asked 4 hours ago