In the system given in the figure, the flow rate of the current passing through the AC pipe is how many (liters/Second)LT/s. Other data are given in the table. Points B and C are open to the atmosphere, from the reference plane of these points Heights from are also given in the table. Pipe Pipe Length (m) diameter (mm) coefficient Pipe Darcy Friction АВ 1000 250 0,016 AC 800 200 0,016 |QGiren(m /s) 200 ZB(m) 50 Zc (m) 20 B QB QGiren A

In the system given in the figure, the flow rate of the current passing through the AC pipe is how many (liters/Second)LT/s. Other data are given in the table. Points B and C are open to the atmosphere, from the reference plane of these points Heights from are also given in the table. Pipe Pipe Length (m) diameter (mm) coefficient Pipe Darcy Friction АВ 1000 250 0,016 AC 800 200 0,016 |QGiren(m /s) 200 ZB(m) 50 Zc (m) 20 B QB QGiren A

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter9: Mass And Mass-related Variables In Engineering

Section: Chapter Questions

Problem 37P

See similar textbooks

Similar questions

What is the flow rate (Liters/Second) LT/S of the current passing through the AC pipe in the system given in the figure. Other data are given in the tables. Points B and C are open to the atmosphere, and the heights of these points from the reference plane are given in the Table.
2. According to what is given in the pressure piping system in the figure; a) Find the direction of flow. b) Find the flow rate and energy loss (hk) of the current in cross section (2) when the energy height is 44 m. c) Determine the type of flow. Note: Physical quantities to the fluid; v= 1,05x105 m2/s ve p= 900 kg/m3 þı = 196200 N/m² D = 0,1m Þ2 = 294300 N/m2 21=15 m 22=10 m Horizontal Comparison Plane
A 12-inch by 6-inch Venturi meter is installed in a vertical pipeline carrying water as shown inthe Figure C. The flow is upward through the meter. A differential manometer containing fluid,with sp.gr 1.67, is attached to inlet and throat, the difference z in gage levels being 5.76 ft.Neglecting loss of head, write energy equation from inlet to throat of meter. Also write stepby step equation of the differential gage between inlet and throat and combine the twoequations to compute the discharge
The Venturi meter shown in the sketch below, contracts the flow down to one quarter of its original area. Cold air at 0 deg C flows in the pipe through the Venturi meter. The velocity of the air upstream of the Venturi meter is equal to 40 ft/s and the pressure at the same point is equal to 30 psia. What is the manometer reading if the fluid of the manometer is water with density 1000 kg/m3 . Assume that the air behaves as an ideal gas with molecular weight equal to Mw=29 kg/kmol and constant density evaluated at upstream conditions. Use Bernoulli's equation for your calculations. please respond asap!
Calculate the diameter of the nozzle (in mm) by a jet of water discharging freely out of a nozzle, fitted to a pipe 300 m long and 100 mm diameter with coefficient of friction as 0.01. The available head at the nozzle is 90 m. a. 33 b. 25.4 c. 372 d. 10.29
1.) Water flows at 10m3/s in a 150-cm diameter pipe; the head loss in a 1000-m length of this pipe is 20.0m. Find the rate of energy loss due to pipe friction for the pipe. Use unit weight of Water : 9.79KN/m3.2.) Given the two dimensional flow as shown in the accompanying figure. Determine the flow rate considering 1.5m of width perpendicular to the figure.
Calculate the discharge through a venturimeter connected to a differential manometer. The liquid present in the manometer is taken as mercury and the fluid flowing through the venturimeter is water. The difference between the level of mercury in 2 limbs of manometer is 30 mm. The diameter of inlet is 20cm and the ratio of the area of inlet and throat is 4. Assume the coefficient of discharge as 0.96.
Fluid mechanics- Bernoulli's Equation along a streamline: The flow-metering device shown consists of a stagnation probe at station 2 and a static pressure tap at station 1. The velocity at station 2 is twice that at station 1. Air with a density of 1.2kg/m3 flow through the duct. A water manometer is connected between the stagnation probe and the pressure tap, and a deflection of 10cm is measured. What is the velocity at station 2?
A cylindrical tank is having hemispherical base. The height of cylindrical portion is 4 m and the diameter is 3 m. At the bottom of this tank an orifice of diameter of 300 mm is fitted. Find the time required to completely emptying the tank. Take Cd= 0.60. Answers: a.145 seconds b.127 seconds c.217 seconds d.175 seconds
The venturimeter has an air flowing through it with ᴕ=12 N/m3. The manometer shown below contains both mercury (S.G=13.6) and water. What is the actual volumetric flow rate of the air in L/s? The coefficient of discharge is 0.75.
EXAMPLE 10.1 The internal and external diameter of the impeller of a centrifugal pump are 300 mm and 600 mm respectively. The pump is running at 1000 r.p.m. The vane angles at inlet and outlet are 200 and 30 ° respectively. The water enters the impeller radially and the velocity of flow is constant. Determine the work done by the impeller per unit weight of water.
For the pipe system shown in figure 2, find the flow rate in all pipes neglecting all minor losses. Consider that the pump shown develops 9m of head when velocity in pipe C is 3.6 m/sec. Consider the flowing given data: Water surface in the reservoir is 94m, length of pipe A, B and C are all 840m long each and all have the same diameter of 0.7m with f=0.022 Subject Name is Advance Fluid Mechanics