please solve the problem in the picture Head Loss CalculationWhat is the head loss along a 1000 m straight pipe (inside diameter: 0.2 m) that delivers water (kinematicviscosity: 1 x 10-6 m²/s) at 0.032 m³/s? Absolute roughness of pipe = 0.1 mm.ff64Re0.255.74 2[log10(3.7D+ Re0.9)]

Given data:Length of pipe, L=1000mDiameter of pipe, D=0.2mKinematic viscosity, υ=1×10−6m2/sflow rate…

Answered: Head Loss Calculation What is the head…

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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Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized air in the tank Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014. *12.9517*99.9358*30.4889*39.5136 What gage pressure p1 in kPa, is needed to provide the given flow rate? *1121 kPa*1692 kPa*1328 kPa*1725 kPa Please answer with complete and detailed solutions. thank you. ASAP
a.) Q=0.56m/s. V=1.16m/s b.)D=420mm. q=5.5x10^-3m^3/s That is the answer need some solutions
Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized air in the tank. Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014 *12.9517*99.9358*30.4889*39.5136 What gage pressure p1 in kPa, is needed to provide the given flow rate? *1121 kPa*1692 kPa*1328 kPa*1725 kPa
???
I need the answer as soon as possible
Q (5-7)/ Water flows uniformly in an earth rectangular cross section open. channel. Data available are: wasa.t €18.8 Longitudinal slope of bed level of the channel S, = 0.0004, n = wal aid sell 0.01 {s/m(13)), water flow rate Q=800 (m³/s) and B= 200 (m)..d =X Calculate values of the followings: 858 ETB)(-10) - CI8.8) - Water flow depth y and water flow velocity v in the channel.
A 150 mm diameter pipe, 80 m long carries water at a rate of 90 liters per second. What is the head loss in the pipe if the roughness coefficient is 0.015? Select one: O a. 46.33 m O b. 37.18 m O c. 42.51 m O d. 51.56 m
Subject : Fluid mechanics Urgenttttttt please... Give me right solution
A pipe line between points A and B consists of 305m of 450mm followed by 240m of 305mm, followed in turn by 150m of 200mm. If n =0.011 and the total head loss from A to B is 3.60m, determine the Q by a) computing the equivalent length of 305mm pipe and b) by computing the equivalent diameter with length of 700m.
O. No. 3 A right angled triangular notch was to measure a discharge of 0.28 m3/s from a rectangular reservoir. It was found to have an error (dHị to be R mm in ncasuring hcad of notch. Determine the percenlage error in discharge as dQ/Q. Take Cd - 0.6 R=100 solve with R=100
solve it correctly. no wrong solution provide to mes
1. THERE IS A LEAK IN A HORIZONTAL 300 MMDIAMETER PIPELINE. UPSTREAM FROM THE LEAK TWOGAGES 600 METER APART SHOWED A DIFFERENCE OF140 ???. DOWNSTREAM FROM THE LEAK TWO GAGES600 METER APART SHOWED A DIFFERENCE OF 126??? . ASSUMING ? = 0.025. HOW MUCH WATER ISBEING LOST FROM THE PIPE. show answer in litre per sec

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Head Loss Calculation What is the head loss along a 1000 m straight pipe (inside diameter: 0.2 m) that delivers water (kinematic viscosity: 1 x 10-6 m²/s) at 0.032 m³/s? Absolute roughness of pipe = 0.1 mm. f f 64 Re 0.25 5.74 2 [log10(3.7D+ Re0.9 )]