WATER RESOURCES ENGINEERING (CL)
3rd Edition
ISBN: 9781119625827
Author: Mays
Publisher: WILEY
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Chapter 4, Problem 4.5.1P
To determine
The discharge and the velocity in each pipe.
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5. A pipe has a diameter of 0.25 m and a discharge of 1 m/s.
what is the velocity in the pipe:
a. 0.25 m²/s
b. 1 m/s
c. 4 m²/s
d. 20 m/s
Solution plz
2. The diameter of a 3 meter pipe decreases from 450 mm to 150 mm. If the velocity is to decrease uniformly in a linear manner,
draw the diameter profile at each 500 mm length interval along the pipe. Discharge is 150 liters per second.
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- 2. The diameter of a 3 meter pipe decreases from 450 mm to 150 mm. If the velocity is to decrease uniformly in a linear manner, draw the diameter profile at each 500 mm length interval along the pipe. Discharge is 150 liters per second. need complete solution with illustrationarrow_forwardAsaparrow_forwardA 0.5 m djameter and 100 m' long pipeline carrying 0.5 m/sec discharge is fitted with a valve at d/s end. Calculate the rise of pressure caused within the pipe due to the valve closure in (6) 1 second and and (ii) instantaneously. Take the sonic velocity as 1430 m/s.arrow_forward
- A 6769 mm diameter new cast iron pipe 1444 m long and has a head loss of 2.829 m. Find the discharge capacity in m3/s using Mannings formula with n = 0.163 Round your answer to 3 decimal places.arrow_forwardQ2-595: Water flows from a reservoir through a series of three pipes. From upstream, first pipe of 100 m length and 100 mm diameter has two elbows. It is joined to a second pipe of length 200 m and a diameter of 200 mm. On the downstream side, the pipe length is 100 m and a diameter of 100 mm. If the exit is 20 m below the free surface level in the reservoir, calculate the discharge. Find the percentage error in discharge if minor losses are neglected. Assume f = 0.02 for all pipes. SASO.O 0.0 H 20m B Pipe 1 ban b Pipe 2 Pipe 3. d,- 100 mm di- lie100m C E F d3 100mm l3-100m d2-200mm 12-200marrow_forwardA pipe, diameter 15 cm, leaves a straight pipe with a diameter of 10 cm at point A, and later rejoins it at a downstream point B. The distance AB on the straight 10 cm pipe is 700 m. How long will the 15 cm pipe have to be in order that the flow in the two parallel pipes may be equal? Use f=0.020, and neglect minor losses. 4892 m. 5315 m. 6072 m. 4367 m.arrow_forward
- Answer as fast as possible, use 3 decimalarrow_forward10 m 6 m +om+ Q: If the flow discharge of a trocar (trapezoid) is shown in the figure below (80 m/s), what is the amount of flow discharge if the level of flow in the trocar decreases by 25% of the current depth. * 2m 3 m +arrow_forwardFor the pipe network shown below, Problem 4(- f=0.022 for all pipes. Determine the discharge in line be after two corrections (after AQ,' and AQ,' are applied, if applicable). The initial assumed flow rates are provided. Diameters of horizontal pipes in mm are 600 and 500 for others. 400 L/s a b 1000 m 800 m 150 L/s 250 L/s AQ1 150 L/s AQ2 600 m 400 L/sarrow_forward
- Compute the discharge rate through the gate shown below for y₁ 1 equal to 2.0 m and y, equal to 0.65 m. The gate is 1.0 m wide. Neglect headloss through the gate. AHE W Y₁ ₂ 15 ZAL37/1 WWWarrow_forwardIf the flowrate through the pipe system is 0.050 m3/s under a total head loss of 9m, determine the diameter of pipe C. Assume a coefficient of C=120 for all pipes.arrow_forward(a) Figure Q2.7 shows an inverted U-tube manometer with oil of density 800kg/m3 above thepipe liquid, which is water. The pipeline is horizontal. What is the value of (P1-P2)? (b) If the manometer readings are the same but the oil is replaced by air, what is (P1-P2) now? 280 mm Figure Q2.7 P₁ 北 P₂ 430 mmarrow_forward
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