Q3/ Water is flowing upwards in an inclined homogeneous pipe frompoint No. (1) to point No. (2). The following data is available:-1- Length of pipe, L= 1400 (m).2- Diameter of pipe, d= 0.25 (m).3- Elevation of point No. (1) is 15 (m) above the Reference line andelevation of point No. (2) is 30 (m) above the Reference line.4- Piezometric head at point No. (1), hi= 61.16 ( m of water height).5- Piezometric head at point No. (2), h2= 20.39 (m of water height).6- Friction coefficient f=0.02 and hL=zeroFind:1- Head loss of water flow in the pipe from point No.(1) to pointNo.(2) due to friction hf.2- Water flow rate Q and flow velocity v in the pipe.Draw the H.G.L. of water flow in the pipe from point No. (1) to pointNo. (2).

Name: Q3/ Water is flowing upwards in an inclined homogeneous pipe frompoin
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: Q3/ Water is flowing upwards in an inclined homogeneous pipe frompoint No. (1) to point No. (2). The following data is available:-1- Length of pipe, L= 1400 (m).2- Diameter of pipe, d= 0.25 (m).3- Elevation of point No. (1) is 15 (m) above the Refer

Answered: Image /qna-images/answer/df5197a9-b31e-486c-9752-fd8d440d57ca.jpg

Engineering

Mechanical Engineering

Water is flowing upwards in an inclined homogeneous pipe from at No. (1) to point No. (2). The following data is available:- Length of pipe, L= 1400 (m). iameter of pipe, d= 0.25 (m). levation of point No. (1) is 15 (m) above the Reference line and ation of point No. (2) is 30 (m) above the Reference line. iezometric head at point No. (1), hi= 61.16 ( m of water height).

Water is flowing upwards in an inclined homogeneous pipe from at No. (1) to point No. (2). The following data is available:- Length of pipe, L= 1400 (m). iameter of pipe, d= 0.25 (m). levation of point No. (1) is 15 (m) above the Reference line and ation of point No. (2) is 30 (m) above the Reference line. iezometric head at point No. (1), hi= 61.16 ( m of water height).

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

G1/ in the Pipe (A) is equal (PA= 25 Lit15), the diameter is equal ( DA - 75mm, Do = Fig.shown, the Flow rate in 6o mm, Dg = Dc%=30 mm), and the velocit Pipe (D) is equal (U0=5m/s), the relation between flow rate in Pipe (B) and pipe (c) %3D Find the Value af . 2- Un, UB, Uc. water Os = 30 mm input A QA - 25 Lit/sec = 75 mm fo mm %3D Inpud = A outPut = B,C,D accumule tion =o.
G1/ In the fig.shown, the Flow rate Pipe (A) is equal ( QA = 25 Lit15), the diameter is equal ( DA = 75 mm, D, = De = Dc =30mm), and the velocity in Pipe (D) is equal (Uo=5 m/s), the relation between flow rate in in 6o mm, Pipe (B) and pipe (c) GB =3 Qc. Find the Value of '. Re, Qc, Qo. 2- UA, UB, Uc: Pe = 30 mm water Pc = 30mm imput QA = 25 2i+/sec OA= 75 mm = 6o mm input = A outPut = B, C, D accumulation = o.
Q5/ Oil flows in a 0.3 (m) diameter pipe with a flow velocity of 2.7 (m/s). The physical properties of Oil are: 1- Dynamic viscosity is 0.39 (N.s/m²). 2- Density, p = 950 (kg/m³). Find: 1- The value of Reynold's Number Re and Mention the Type of flow. 2- The value of coefficient of friction f of the pipe. ---- ----- --
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
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
1. A piston-cylinder is producing a viscous oil flow, which has the flow rate of Q, radius R=1.5 mm, and stroke L-5 mm. The fluid density is p = 800 kg/m³ and the viscosity is μ = 0.5 Pa-s. The pressure to drive the flow is p-6.25 Pa. a. How many non-dimensional groupings can be obtained? Derive them. b. If the flow transitions at Re = V(2R) =2300. Is the generated flow laminar or turbulent given Q=20 mL/s? c. Assume the pressure gradient is uniform on the cross-section and can be calculated using - The velocity profile in the cylinder is u(r) = [1-2²]. Sketch the velocity profile. Calculate the shear stress at the ax 2μ δχ cylinder wall and label the direction. d. Calculate the flow rate Q with the velocity profile in (c).. e. If the shear stress is uniform over the cross-section, i.e. T = C, what's the pressure gradient distribution and sketch it? L r L. R
A 9.8 m A fluid of relative density 0.88 is flowing through a pipe constant diameter of 15 mm (see the Figure). The pressure at A is 150 kPa and the pressure at B is 225 kPa. The elevation between points A and B is 9.8 m. Calculate the friction loss of the fluid (in meters), (provide your answer with four decimal points) P Type here to search O 10°C Sunny AQA ENG 0029 16/02/2022 DELL priSc FS F6 5 E R J K L %23 F E Aock C V sage page VO at gr ctri
1. A piston-cylinder is producing a viscous oil flow, which has the flow rate of Q, radius R=1.5 mm, and stroke L-5 mm. The fluid density is p = 800 kg/m³ and the viscosity is μ = 0.5 Pa-s. The pressure to drive the flow is p=6.25 Pa. a. How many non-dimensional groupings can be obtained? Derive them. b. If the flow transitions at Re = PV(2R) =2300. Is the generated flow laminar or turbulent given Q=20 mL/s? LL c. Assume the pressure gradient is uniform on the cross-section and can be calculated using OP=-. The velocity profile in the cylinder is u(r) = ax - [1-(²]. Sketch the velocity profile. Calculate the shear stress at the R² ap 2UÔI cylinder wall and label the direction. d. Calculate the flow rate Q with the velocity profile in (c).. e. If the shear stress is uniform over the cross-section, i.e. T = C, what's the pressure gradient distribution and sketch it? L L. R
* Q4// In fig shown the pipe line have (QA=15 L/s),(DA=100mm), (DD=50mm),, (DB-DC=25mm), (QB=3QD), (uc=4m/s), Calculate the following using Sl units: 1- The velocity (U) in pipes (B); 2-The Volumetric flow rate(Q) in pipe (D). ; 3- The type of flow in pipe (A,B,C,D) ; 4- The mass flow rate (m.) in pipe (A,B,C,D). ; note that: DA,DB,DC,DD = diameter ; kinematics viscosity 0.0001 m2/s; dynamic viscosity 0.088 kg/m.s. B A Water 0 C
Three pipes A, B, and C are interconnected as shown in figure 1. The pipe dimensions are as follows: Pipeline D(cm) L (m) ƒA 15 300 0.01B 10 240 0.01C 20 600 0.005 Find the pressure at P?
Q3/ A petroleum crude oil having a kinematics viscosity 0.0001 m²/s is flowing through the piping arrangement shown in the below Figure,The total mass flow rate is equal 10 kg/s entering in pipe (A) . The flow divides to three pipes ( B, C, D). The steel pipes are schedule 40 pipe. note that the dynamic viscosity 0.088 kg/m.s. Calculate the following using SI units: 1- The type of flow in pipe (A). 2- The mass velocity in pipe (B) GB. 3- The velocity in pipe (D) Up. 4- The Volumetric flow rate in pipe (D) QD. 5- The Volumetric flow rate in pipe (C) Qc. Oe = 2 o mm UB = 2UA Perralenm crude oL mic =? -> ma = 1o Kg/s = 50 mm Go 7000 K/m.s %3D Note that!. = 30 mm D: 0iameter, UIvelocity G mass velocity mass How ate.
Q4: Three pipes A, B and C, are interconnected as shown in figure (4). The pipes characteristics are as follows. L (m) f 600 0.02 B 480 0.032 C 1200 0.042 Find the flow rate at which water will flows in each pipe, also find the pressure at point (P). Pipe EL. 60m Water B Figure (4) D (cm) 15 10 20 P EL.36m C EL.15m water