The head loss from A to E is 15 meters. Find the discharge in each pipe. Forsimplicity, assume f = 0.02 for all pipes and neglect minor losses.Diameter,A1B2CD5PipeLength,L (m)D (mm)E14506002600500336045044804505540600

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Answered: The head loss from A to E is 15 meters.…

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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Oricul Q3: Three pipes (A, B and C) are interconnected as shown in figure (3). Determine the flow rate in each pipe. The pipes characteristics are given as follows: Pipe L (m) D (mm) f A 610 152 0.020 B 488 102 0.032 C 1220 203 0.024 Good Luck -re (2) Water qure (3) EL=7om A B EL-15m
Two pipes are connected in parallel. One pipe is twice the diameter of the other and three times long. Assume that f in the larger pipe is 0.010 and f in the smaller is 0.014. Determine the ratio of the discharges of the two pipes.
Three pipes connected in series with lengths L1 = L2 = L3 = 300 m and diameters D1 = 75 mm, D2 = 50 mm, D3 = 25 mm. The discharge at the 50 mm pipe = 200 lps, kinematic viscosity = 1.12 x 10-6 m2/s and ε = 0.35 mm. Using Haaland and Darcy-Weisbach Formula, determine the following: a. Which pipe has the highest Renoylds Number? b. Which pipe is the smoothest? c. Compute the total head loss
Three pipes are connected in series. Pipe 1 has length of 850m and diameter of 600mm. Pipe 2 has length of 903m and diameter of 450mm. Pipe 3 has length of 510m and diameter of 350mm. The discharge in pipe 1 is 345 L/s and all pipes has friction factor of 0.021. Determine the diameter of an equivalent single pipe that can replace the three. A) 536 mm B 486 mm 385 mm D 428 mm E) No Answer among the choices
L = 800m D = 250mm 2 L = 500m L = 300m L = 300m A D = 250mm D = 300mm 1 D = 250mm 3 8 L = 300m D = 200mm 4 L=450m D = 250mm Determine the discharge in pipes 1, pipe 2, pipe 3 and pipe 6 in the system shown if the total head loss from A to B is 100m and friction factor for all pipes is 0.02. a) Discharge in pipe 1 is Blank 1 cu.m./s b) Discharge in pipe 2 is Blank 2 cu.m./s c) Discharge in pipe 3 is Blank 3 cu.m./s d) Discharge in pipe 6 is Blank 4 cu.m./s L=350m D = 200mm 5 L=400m D=200mm 6 7 О в
A Venturi meter having a throat diameter of 150mm is installed in a 300mm diameter horizontal pipeline carrying oil (S = 0.80). A mercury U-tube connected as shown shows a difference in height of mercury columns of 200mm, the remainder of the tube being filled with oil. If the meter coefficient is 0.95, determine the following: a.)The theoretical discharge (m3/s). Consider HL = 0. b.)The actual discharge (m3/s). Consider HL c.)The head loss (m) between the inlet and the throat.
f₁= = 0.0288 A 12 = 0.0260 Three pipes are in parallel with the total loss of 19.7 m. Compute the flow rate Q (m³/hr), neglecting minor losses. (p = 1000, 9 = 1.02x10-6m²/s) ma Pipe 1 2 3 L(m) 120 180 60 D₁-8 cm = 0.0314 D₁-6 cm D₂-4 cm D(cm) 8 6 4 B & (mm) 0.2 0.1 0.15
Water flows through a 300mm diameter pipe at a velocity Of 3.00 m/s. Determine the weight flow rate in N/s. Do not write the unit. You will only jnput the numerical answer in the space provided. Unit of the Correct Answer: N/s O 9810.000 O 2,080.284 O 8829.000 1202.284
Three pipes are connected in series. Pipe 1 has length of 850m and diameter of 600mm. Pipe 2 has length of 903m and diameter of 450mm. Pipe 3 has length of 510m and diameter of 350mm. The discharge in pipe 1 is 345 L/s and all pipes has friction factor of 0.021. Determine the diameter of an equivalent single pipe that can replace the three. A) 536 mm B 486 mm с 385 mm D 428 mm E No Answer among the choices
2. A tank and piping system are shown below. The total length of PVC pipe is 2500 ft and discharges water into the atmosphere. The pipeline has an open globe valve and four threaded elbows; h1 = 10 ft and h2 = 45 ft." a. If the discharge is 0.5 cfs, what NPS should be used for the PVC pipe (ks = 0.00006 inch). b. What is the pressure at A, the midpoint of the pipeline? c. Draw the EGL and HGL. h2 Water T = 10°C (50°F) Globe valve
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Q3. For the system of pipes in series shown, given that: • The kinematic viscosity is n =1.139×10° m²/s. • The minor losses can be neglected Compute the value of h for a flow of 750 l/s. Vacuum Pressure T| h= ? 420 m length 100-em length 300 m length 60 cm-Diameter fı= 0.02 fz=0.022 h =

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The head loss from A to E is 15 meters. Find the discharge in each pipe. For simplicity, assume f = 0.02 for all pipes and neglect minor losses. Diameter, A 1 B 2 C D 5 Pipe Length, L (m) D (mm) E 1 450 600 2 600 500 3 360 450 4 480 450 5 540 600