Situation 3: Three pipes of different lengths and diameters connected in series as shown discharge 0.160 m/s. Determine the difference in elevation between the two reservoirs. Neglect minor losses. H. B What will be the diameter of a single pipe that can replace all the three Pipe1 Pipe 2 Pipe 3 pipes? It shoud carry the same discharge and incur the same total head loss. Assume that the distance between reservoir is constant. L- 800 m L-1500 m L- 1800m D- 45 cm D- 60 cm f-0.012 D- 90 cm f-0.012 f-0.012

Situation 3: Three pipes of different lengths and diameters connected in series as shown discharge 0.160 m/s. Determine the difference in elevation between the two reservoirs. Neglect minor losses. H. B What will be the diameter of a single pipe that can replace all the three Pipe1 Pipe 2 Pipe 3 pipes? It shoud carry the same discharge and incur the same total head loss. Assume that the distance between reservoir is constant. L- 800 m L-1500 m L- 1800m D- 45 cm D- 60 cm f-0.012 D- 90 cm f-0.012 f-0.012

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A 900 mm diameter pipe 1,800 m long carries 1.2 cu.m./sec from reservoir A, whose water surface is at elevation 200 m and discharges into two pipes, each 1,350 m long and 750 mm in diameter. One of the 750 mm diameter pipe discharges into reservoir B having a water surface elevation of 180 m. What is the flow in pipe 2? Neglect minor losses and assume f=0.20 for all pipes. Select one: O a. 980 liters per second O b. 520 liters per second O c. 1,165 liters per second O d. 350 liters per second
Problem4
Oil (SG = 0.8, y = 0.010 Pa-s) flows through a 10-cm smooth pipe (length: 100 m) at a discharge of 0.010 m³/s, what is most approximately the head loss? O 7.21 m O 5.23 m O 1.28 m O 2.55 m
I need the answer as soon as possible
4) For the system given in the figure, find the elevation of Reservoir D and the flow direction in pipe 6. Neglect minor losses. El 80 m V A Pipe 1 2 3 4 ||| 5 6 L (m) 600 600 600 700 300 300 P D(mm) 600 600 450 450 450 600 El 90 m B 2 f 0.025 0.025 0.03 0.03 0.03 0.03 3 El 60 m V с 5 6 E1 = ? D
ANSWEWR URGENTLY
The three reservoirs, A, B and C are connected by pipelines A, B and C respectively which meets at the junction X. The elevation of reservoir A is equal to 300 m while that of B is 285 m. The discharge flowing out of reservoir A is 1.4 cu.m/sec. (Pipes, Diameter, Length, Friction factor "f")A, 800 mm, 1500 m, 0.0157B, 600 mm, 450 m, 0.0162C, 450 mm, 1200 m, 0.0177 (a) Compute the rate of flow in reservoir B in cu.m/sec. (b) Compute the rate of flow in reservoir C in cu.m/sec. (c) Compute the elevation of Reservoir C in meters.
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If the water surface elevation in reservoir B is 110 m, what must be the water surface elevation in reservoir A if a flow of 0.03 m^3/s is to occur in the cast iron pipe. Use f= 0.0021 for all pipes. Include minor losses. (DO NOT ROUND OFF)
An orifice in the side of a tank discharges water under a head of 10ft. If the diameter of the orifice is 2m, the coefficient of contraction is 0.63 and the head lost is 0.80ft, determine the discharge. (A) 0.3438 cfs (B) 0.4383 cfs 0.3348 cfs 0.4338 cfs