3. The high-pressure ductile – iron pipeline becomes divided at point B and rejoins at pointC. The pipeline characteristics are given in the tables below.PipeDiameterLengthfLocationElevation(mm)(m)(m)17505000.0154A5.024006000.0177B4.535006500.0168|C4.07004000.0156D3.5If the flow rate in pipe 1 is 2m³/s and the pressure at point A is 900kPa. Calculate thepressure at point D. Assume that the flows are fully turbulent in all pipes and specific weightof water, y = 9.79KN/m³

Given Data Flow rate in pipe 1, 2m3/s Pressure at pint "A", 900KPa using Bernoulli's theorem:…

3. The high-pressure ductile – iron pipeline becomes divided at point B and rejoins at point C. The pipeline characteristics are given in the tables below. Pipe Diameter Location Length (m) 500 f Elevation (mm) 750 (m) 5.0 A B |c D 1 0.0154 2 400 600 |0.0177 4.5 3 500 650 0.0168 4.0 4 700 400 0.0156 3.5 If the flow rate in pipe 1 is 2m³/s and the pressure at point A is 900kPa. Calculate the pressure at point D. Assume that the flows are fully turbulent in all pipes and specific weight of water, y = 9.79KN/m³

3. The high-pressure ductile – iron pipeline becomes divided at point B and rejoins at point C. The pipeline characteristics are given in the tables below. Pipe Diameter Location Length (m) 500 f Elevation (mm) 750 (m) 5.0 A B |c D 1 0.0154 2 400 600 |0.0177 4.5 3 500 650 0.0168 4.0 4 700 400 0.0156 3.5 If the flow rate in pipe 1 is 2m³/s and the pressure at point A is 900kPa. Calculate the pressure at point D. Assume that the flows are fully turbulent in all pipes and specific weight of water, y = 9.79KN/m³

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

write legibly Complex Pipeline System_Series Pipes 1. Three new cast-iron pipes were connected in series: pipe 1, 12 in. diameter and 1200 ft long; pipe 2, 24 in. diameter and 2000 ft long; and pipe 3, 18 in. diameter and 1500 ft long. If the total flow in the system is 8.0 cfs, determine the (a) total lost head, ft; and(b) the equivalent length of a 20 in. diameter pipe. Use a C value of 120 for all pipes. (a) total lost head : _______________________ ft(b) equivalent length : _______________________ ft
QI/ A (300mm) diameter of pipe, if the discharge (90 L/sec), nozzle diameter (75mm) and pipe length from (1 to 2) was (100m) Determine the length of pipe from (2 to 3), and the pressure at point (2). (e=0.026mm, v =1.13* 10“ m²/sec). Fig(1). 6m 23m Fig.(1) Nozzle
On a single plot, plot three curves that show the relationship between the pressure generated by thepump as a function of flow rate of water at 20 °C through the three branches of the piping systemshown below. Delta P on y axis and flow rate on the x axis. The pressure range is 0 to 1 MPa. (Branches 1 and 3 are in the same plane; branch 2 is located 5 m above the other two branches. Pipe inner diameter: 0.0254 mPipe material: copperTypical mass flow rate of interest: 0.5 kg/sIgnore minor losses of tee's at points A and B and any features of branch 3Consider minor losses of two 90° elbows in branch 2
Question: An experiment is made using different flow rates in a pipe and pressure differences are given according to the given flow values. According to these; Flow (m³ /h) 1 1.5 2 2.5 Еquipment Valve Pressure A. (bar) 0.167 0. 252 0.445 0.577 difference Еquipment Elbow (elbow length 2 cm) Pressure A. (bar) 0.013 0.042 0.078 0.125 difference (Pipe Radius = 25mm) (5 =Local head loss coefficient) 1. Calculate the č values for Valve and Elbow. 2. Specify the mean č value.
The figure shown below is a series pipeline system used to draw a fluid from a lower source open tank to a higher destination open tank . The flow and geometric layout for the system are listed below: Fluid: water Volume flow rate: Q=0.015 m3/s Elevation difference: h=8.0m of two free surfaces Suction line: DN100 Sch. 40 Steel pipe Length: Ls=2.0 m Valve1: hinged disc type foot valve Entrance type: well-rounded Discharge line: DN80 Sch. 40 Steel pipe Length: Ld=100 m Valve2: full open gate valve Elbows: 90ο long radius elbow (1) Select the simplified general energy equations for section 1 and 2_________ A. B. C. D.
49. Water flows at a rate of 200 GPM into a piping system connected in series. Length, diameter, and loss coefficient of each pipe are given below. For p= 62.4 Ibm/ft and u = 0.7E–3 lbm ft/s find total pressure drop and the diameter of an equivalent pipe representing this system. C) Fluid Power Theory an.. IndPitEn IlIb. Fluid Mechanics: Incompressible Viscous Flow 392 Pipe D K No. (ft) 100.00 (in) 5.00 (-) 50.00 1 2 80.00 4.50 45.00 3 70.00 4.00 65.00 4 120.00 3.50 55.00 5 90.00 3.00 15.00
Series pipe ABCD consists of 10,000 ft of 20′′, 8000 ft of 16′′, and L ft of 12′′ (C = 120). What length L will make theABCD pipes equivalent to a 15′′ pipe, 16,500 ft long, C = 100? If the length of the 12′′ pipe from C to D were 3000 ft, whatflow (in mgd) would occur for a lost head of 135 ft from A to D? please include fbd
The figure shown below is a series pipeline system used to draw a fluid from a lower source open tank to a higher destination open tank . The flow and geometric layout for the system are listed below: Fluid: water Volume flow rate: Q=0.015 m3/s Elevation difference: h=8.0m of two free surfaces Suction line: DN100 Sch. 40 Steel pipe Length: Ls=2.0 m Valve1: hinged disc type foot valve Entrance type: well-rounded Discharge line: DN80 Sch. 40 Steel pipe Length: Ld=100 m Valve2: full open gate valve Elbows: 90ο long radius elbow (2) Select all energy loss types between section 1 and 2_________ A. Minor loss for the two elbows B. Friction loss in suction line C. Minor loss for Valve 1 D. Entrance loss E. Exit loss F. Friction loss…
) where AP is the static The Hagen-Poiseuille equation for the laminar flow through a circular pipe is: AP pressure drop measured over some length of pipe, L. Use the Hagen-Poiseuille equation and the Darcy-Weisbach equation to derive an expression for the fanning friction factor, f, for laminar flow through a circular pipe where Re is the Reynolds number. Choose one answer from the list below: of= of O None of the above 32 Re 16 Re O f = 64 Re = o f = 32μLc 3 d² 8 Re O f = 16 Re
A non-Newtonian fluid flows from a storage tank to a reactor at an average velocity of 3 m/s through a horizontal pipe 5 m in length and with an ID of 0.08 m. The pipe flow consistency index is 1.5 Pa.s and n = 0.3. Determine the pressure drop in the pipeline system.
1) Determine the Pressure and Velocity head at each point. Find the exiting flowrate. Point 1 2 3 4 5 6 Kent=1 Pressure Head Pipe 1 Kbend-0.2 Kexp=0.3 Velocity Head Kval=2.2 Elevation Head 70 62 50 48 45 43 4 Kbend-0.2 Kcont=0.1 Pipe 1 2 3 4 5 6 Kexit=1 Lm 250 150 150 170 100 200 D mm 150 150 300 300 300 150 f 0.022 0.022 0.02 0.02 0.02 0.022
On a single plot, show curves that show the relationship between the pressure generated by thepump as a function of flow rate of water at 20 °C through the three branches of the piping systemshown below (delta P on the y axis and flow rate on the x axis; therange of the pressure should be 0 to ~1 MPa). Pipe inner diameter: 0.03 mPipe material: copperTypical mass flow rate of interest: 0.5 kg/sIgnore minor losses of tee's at points A and B and any features of branch 3Consider minor losses of two 90° elbows in branch 2