A given pipe having 250 mm diameter at section A and 500 mm diameter at section...
Q8 A horizontal pipe 50 mm diameter is fitted with a venturi tube, which has a throat diameter of 40 mm. The pipe carries water at a pressure of 30 kPa gauge and velocity 3 m/s upstream of the throat. Determine: a. The mass flow rate; b. The velocity at the throat C. The pressure at the throat ignoring head losses: d. The pressure at the throat if a head loss equal to 5% of the total head occurs as...
a) Oil fows through a cast iron pipe of 250 mm diameter such that the loss of head over and the average surface roughness of iron 0.25 mm. Determine the flow rate of oil through the pipe 220 006 Smoodh pige 0.008 9 2357 2357 23579 23579 23579 toe 10 10 b) Determine the nput power to an electric motor (-90%) supplying a pump h" 90%) deiven g anks wh diference in elevati o the pipeline length is 100m long...
CENTRE INDEX NUMBER SECTION B 30 marks] Calculate the discharge through a pipe of diameter 200 mm when the difference of pressure head between the ends of the pipe 500 m apart is 4 m of water. Take the value off= 0.009 in the formula hl= a) 19.5e/s b)2.0es e)03 m's d) 29.3 e/s 2. A scale 1:50 scale model of ship is towed through sea water at a speed of 1 ms. A force of 2 N is required...
fluid Q1: A venture meter is fitted in a pipe of 30 cm diameter inclined at 40° to the horizontal to measure the flow rate of petrol having a specific gravity of 0.8. The ratio of areas of main pipe and throat is 5 and the throat is at 1 m from the inlet along its length. The difference in manometer head is 40 mm of mercury. Assuming the coefficient of discharge as 0.96. Calculate the discharge through the venture...
A hydrocyclone with a diameter of 250 mm is selected for a flow rate of 15 L/s at a pressure of 140 kPa. The specific gravity of the solids is 4.8 and the volumetric concentration is 0.3. If the pressure drop between the feed and the overflow is maintained at 50 kPa, determine the corrected d50C. Assuming a discharge coefficient of 0.5 and a remaining pressure of 20 kPa at the apex, determine the underflow capacity for an apex diameter...
Fluid dynamics: please help!! A standard oriice with diameter 25 mm is installed in a horizontal pipe having an inside diameter of 50 mm The pipe is to handle the steady flow of water at 20 °C. The average velocity of months of operation. It is desired to measure the pressure drop across the orifice taps by means of a simple vertical manometer. It is anticipated that the reading on the manometer scale can be obtained with a precision of...
The pressure in a section of horizontal pipe with a diameter of 24 mm is 147 kPa. Water flows through this section at 6.3 m/s. The pressure is to be reduced to 106 kPa by constricting the pipe. What should the diameter of the constricted section be? I dont understand these questions. 3. The pressure in a section of horizontal pipe with a diameter of 24 mm is 147 kPa. Water flows through this section at 6.3 m/s. The pressure...
help me to answer question 9,11,13 please Oilspecific gravity 0.85 and dynamic viscosity 1.52 x 103 Pa.s to flow in a 550 mm diameter uPVC pipe. The allowable friction head loss is imited to 15 m and length of pipe is 100 m. al using Darcu-Weisbach formula, determine the flow velocity, the friction factor and the flow rate. using Hazen-Wiiams formula, determine the velocity and the flow rate. MoN 10 Water must flow in a straight 450 mm diameter galvanized...
help Fluid enters to the section of the pipe as shown in the figure below. Density and dynamic viscosity of the fluid are 1000 kg/mº and 8.90 x 10-4 Pa's respectively. A pressure of the fluid at point A is 30 kPa and diameter of the pipe is 100 mm. Find the volumetric flow rate of the fluid at B. Flow is laminar and viscous, consider the pressure loss. 4 m B 100 mm
The pipe in below figure is 50 centimeter in diameter and carries water at a rate of 0.5 cubic meter per second. Pressures at sections 1 and 2 are 70 kPa gage and 350 kPa gage respectively. Assume major and minor energy loss sum (h)of 3 meters between points 1 and 2 (20 pt) 2 a. Calculate the flow velocities at sections 1 and 2 in m/sec? 10m Pump b. What power in kilowatts must be supplied ITIITTI77 to the...