Friction factor j0.10.090.080.070.060.050.040.030.0250.020.0150.010.0090.008Laminarflow +CriticalzoneRef10³++++Laminar flow f=Transition2(10³)64NR3 456 810*Complete turbulence, rough pipesSmooth pipes3 456 81052(10)D-0.0000013456 810⁰2(105)Reynolds number NFig. A-52(100)APPENDIXES 715ED3 456 8 107<=0.0000052(107)0.050.040.03Moody diagram.From Lewis F. Moody, "Friction Factors for Pipe Flows," ASME Trans., vol. 66, pp. 671-684, 1944.0.020.0150.010.008-0.0060.0040.0020.00110.00080.00060.00040.00020.00010.000053 4 56 8 100.00001Relative roughness 11.203. Parallel PipeThree pipes are in parallel with a total head loss of 20.3 m. The pipe data arepipe123L, m10015080d, cm864€, mm0.240.120.20€/d0.0030.0020.005The fluid is water, p = 1000 kg/m³, and v= 1.02 x 10-6 m²/s. Calculate the total flow rate in cubic meters perhour, neglecting minor losses.

Given data, Pipe L, m d, m εd 1 100 0.08 0.003 2 150 0.06 0.002 3 80 0.04 0.005 To…

Three pipes are in parallel with a total head loss of 20.3 m. The pipe data are pipe 1 2 3 L, m 100 150 80 d, cm 8 6 4 €, mm 0.24 0.12 0.20 €/d 0.003 0.002 0.005 The fluid is water, p = 1000 kg/m³, and v= 1.02 x 10-6 m²/s. Calculate the total flow rate in cubic meters per hour, neglecting minor losses.

Three pipes are in parallel with a total head loss of 20.3 m. The pipe data are pipe 1 2 3 L, m 100 150 80 d, cm 8 6 4 €, mm 0.24 0.12 0.20 €/d 0.003 0.002 0.005 The fluid is water, p = 1000 kg/m³, and v= 1.02 x 10-6 m²/s. Calculate the total flow rate in cubic meters per hour, neglecting minor losses.

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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