PROBLEM:A-1200 mm concrete pipe 1800 m long carries 1.35 m3 /s fromreservoir A, discharging into two concrete pipes each 1350 m loneand 750 mm in diameter. One of the 750 mm pipes discharges intoreservoir B, in which the water surface is 6 m lower than that in A.Determine the elevation of the water surface in reservoir C, into whichthe other 750 mm pipe discharges. Assume f = 0.02.H.L- 1800mD• 1200hfg9,-1,35 mL-1350 mD-150 mm2.Solution:0.0826 fLQL= 1350 mD= 750 mmDS

A reservoir is generally an artificial structure or lake where water is stored. These are created by…

Answered: A-1200 mm concrete pipe 1800 m long…

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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Hydraulics
Consider the figure below. The pump supplies water from reservoir A to reservoir B through the 500mm o pipe, 600m long. Using f = 0.02 and the hydraulic grade line shown, determine the following: a) power supplied by the pump, b) power loss by the turbine, and elevation maintained by reservoir B. El. 200 hfj El. 190 НЕ El. 180 hf, B El.100 A P TURBINE PUMP ANSWER: a. Power = 1557.828 kW, b. Power = 155.7828 kW c. Elevation of B = 170 m %3D
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.
01(a) There are two reservoirs, A and B, with the water surface elevation in A 10 m higher than that in B. These are connected through two pipes in series with pipe 1 starting from A and pipe 2 ending in B. Lengths of both the pipes are 100 m, diameter of pipe 1 is 30 cm and diameter of pipe 2 is 25 cm. At the junction of these pipes, water is being withdrawn at the L v² D 2g rate of 0.02 m³/s. Friction loss in the pipes is given by h = f and the Darcy friction, f, entrance and at the junction, for both pipes is 0.02. Neglecting the head losses at the estimate the total water withdrawal from reservoir A.
ELEV. = 75m 1 ... A L = 1700m D = 400mm f = 0.02 ELEV. = 15m C D L = 3500m D = 800mm f = 0.03 A three reservoir problem shown in the figure with their corresponding length and diameter. Determine the discharge in all pipes. (A) Q1 = 0.431 m3/s, Q2 = 0.295 m3/s, Q3 = 0.726 m3/s (B) Q1 = 0.327 m3/s, Q2 = 0.458 m3/s, Q3 = 0.785 m3/s Q1 = 0.295 m3/s, Q2 = 0.413 m3/s, Q3 = 0.708 m3/s (D) No answer among the choices E Q1 = 0.346 m3/s, Q2 = 0.402 m3/s, Q3 = 0.748 m3/s (F) Q1 = 0.286 m3/s, Q2 = 0.519 m3/s, Q3 = 0.805 m3/s 2 ELEV. = 40m B L = 1900m D = 500mm f = 0.025 3
For the pipe networks shown, the flow of water from reservoir A to the junction is 0.035 cu.m.per second. a) Determine Q2, Q3 b) Determine the head loss from A to B
HYDRAULICS
please answer the problem asap, ty
A pipe has a length of 213 m., and a diameter of 0.46 m. The coefficient of rouaness is C = 171, and the headloss is 17 m. Determine the discharge (L/s) inside the pipe.
Determine the flow (m³/s) in each pipe in the figure shown and the elevation of reservoir C if the inflow to reservoir A is 515 L/s.
2] A pipe discharges 130 lps of water into a reservoir at a point 1.85 m belowthe water surface. At point A the diameter is 25.4 cm and the center of the pipe is 1.25m above the water surface. At the discharge end the pipe is 30.5 cm. If the head lossfrom A to the reservoir is 0.7 m, determine the pressure in A.
The three reservoir A, B and C are connected by pipelines A, B and C respectively. The elevation of reservoir A is equal to 200 m while that of C is 178 m. The discharge flowing towards reservoir B is 0.60 cum/sec. Reservoir B is higher than that of C. PIpeline A: 800 mm diam., 1500 m long, f = 0.0158; PIpeline B: 600 mm diam., 450 m long, f = 0.0168; PIpeline C: 450 mm diam., 1200 m long, f = 0.0175 Compute the rate of flow out of Reservoir A in cum/sec. Use 4-decimal places. Compute the rate of flow towards Rservoir C in cum/sec. Use 4-decimal places. Compute the elevation of Reservoir B in m. Use 2-decimal places

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