Fluid Statics
In the figure, fluid A is water and fluid B is mercury. What will be the difference in level h1 if the pressure at X is 140 kN/m2 and h2 = 1.5 m. Answer: h1=40 cm
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10 - Fluid B W ΠΙΝΗΤΟΙ Fluid A O NODODDDDDDD Figure 1.16 18 In Fig. 1.16...
10 - Fluid B W ΠΙΝΗΤΟΙ Fluid A O NODODDDDDDD Figure 1.16 18 In Fig. 1.16 fluid A is water and fluid B is oil (sp. gr. 0.9). If h is 69 cm and z is 23 cm, what is the difference of pressure in kN/m² between M and N? Answer -- 1.57 kN/m
fluid mechanics please fast 1. (15 points) Water (p-1g/cm) is flowing in pipes shown in Figure...
fluid mechanics please fast
1. (15 points) Water (p-1g/cm) is flowing in pipes shown in Figure below. Use Bernoull's equation to calculate velocity of water at point B. - Fluid velocity in the large diameter pipe is 1m/s. - Pressure at point 2 is measured with U-tube mercury manometer (Pmercury-13,600kg/m) - h1-0.3m, h2-6cm - assume that the acceleration gravity g-10m/s 2 Manometer shows 0.7kPa pressure Ji h1
Y = 3 m (pa-pb) = 46 KN/m^2 Q.2. Figure:2 shows a U tube differential manometer...
Y = 3 m
(pa-pb) = 46 KN/m^2
Q.2. Figure:2 shows a U tube differential manometer connecting two pressure pipes at A and B. The pipe A and B contains water and manometer fluid is mercury. If the pressure difference between two pipe (p.-p.) is (X) kN/m’. Calculate the difference in level (h). (3 Marks) Water water 0.3 m у h Mercury Sp. gravity 13.6
Determine the new differential reading along the inclined leg of the mercury manometer of the figure...
Determine the new differential reading along the inclined leg of
the mercury manometer of the figure below, if the pressure in pipe
A is decreased 25 kPa and the pressure in pipe B
remains unchanged. The fluid in A has a specific gravity
of 0.9 and the fluid in B is water.
Assume h1 = 40 mm, h2 = 20
mm, h3 = 32 mm.
Determine the new differential reading along the inclined leg of the mercury manometer of the...
A mercury U-tube manometer is used to measure the pressure above atmosphere of water in a...
A mercury U-tube manometer is used to measure the pressure above atmosphere of water in a pipe. The water is in contact with the mercury in the left hand limb. 1. Sketch the arrangement and explain its action. 2. If the mercury is 30 cm below (A) in the left limb and 20 cm above (A) in the right limb, what is the gauge pressure at (A). take specific gravity equal to 13.6. 3. If the pressure at (A) is...
Observations Process Fluid Manometric Fluid Flowrate (Liter Per Minute) h1 (om of Manometric Fluid) h2 (cm...
Observations Process Fluid Manometric Fluid Flowrate (Liter Per Minute) h1 (om of Manometric Fluid) h2 (cm of Manometric Fluid) Water Mercury 5.00 35.3 34.7 Water Mercury 10.00 38.1 33.9 Water Mercury 15.00 37.5 32.5 Water Mercury 20.00 30.5 30.5 Water Mercury 25.00 41.0 28.1 Water Mercury 30.00 25.1 Water Mercury 35.00 48.4 21.0 Water Mercury 40.00 52.4 17.6 Experimental Data Venturi Diameter: 0.006 meter(s) Type of Venturi tube : Welded Tube Nominal Pipe Diameter: 0.25 inch Actual Pipe Diameter: 0.92...
fluid mechanics 3. Static Pressure Two water tanks are connected to one another through a mercury...
fluid mechanics
3. Static Pressure Two water tanks are connected to one another through a mercury (SG 13.6) manometer with inclined tubes as shown. If the pressure difference between the two tanks is 20kPa, calculate the values of a in centimeters (cm) and ? in degrees Note: ?Water 9.81 kN/m3. Water CI 26.8 cm 2a Water Mercury SG 13.6
Fluid mechanics! Please answer and explain (w/ details). Will rate! 3) Consider flow through an industrial...
Fluid mechanics! Please answer
and explain (w/ details). Will rate!
3) Consider flow through an industrial water pipe. A technician needs to measure the pressure drop along the pipe from P2 to Pi (ie. find what P2- Pi is). Instead of using Castor Oil only, the technician accidently fills the manometer with Decane. Use the manometer shown below to calculate the pressure difference between the two locations along the pipe. Express your answer symbolically using the given parameters as well...
? 6. Conversion of Pressure to Head of a Fluid Given the pressure of 1 standard...
?
6. Conversion of Pressure to Head of a Fluid Given the pressure of 1 standard atnm as to 1.325 kN/m2. Do as follows. (a) Convert this pressure to head in m water at 4°C, the density of water at 4°C is 1.000 g/cm*, a density of 1.000 g/cm equals 1000 kg/m
10 - Fluid B W ΠΙΝΗΤΟΙ Fluid A O NODODDDDDDD Figure 1.16 18 In Fig. 1.16 fluid A is water and fluid B is oil (sp. gr. 0.9). If h is 69 cm and z is 23 cm, what is the difference of pressure in kN/m² between M and N? Answer -- 1.57 kN/m
fluid mechanics please fast
1. (15 points) Water (p-1g/cm) is flowing in pipes shown in Figure below. Use Bernoull's equation to calculate velocity of water at point B. - Fluid velocity in the large diameter pipe is 1m/s. - Pressure at point 2 is measured with U-tube mercury manometer (Pmercury-13,600kg/m) - h1-0.3m, h2-6cm - assume that the acceleration gravity g-10m/s 2 Manometer shows 0.7kPa pressure Ji h1
Y = 3 m
(pa-pb) = 46 KN/m^2
Q.2. Figure:2 shows a U tube differential manometer connecting two pressure pipes at A and B. The pipe A and B contains water and manometer fluid is mercury. If the pressure difference between two pipe (p.-p.) is (X) kN/m’. Calculate the difference in level (h). (3 Marks) Water water 0.3 m у h Mercury Sp. gravity 13.6
Determine the new differential reading along the inclined leg of
the mercury manometer of the figure below, if the pressure in pipe
A is decreased 25 kPa and the pressure in pipe B
remains unchanged. The fluid in A has a specific gravity
of 0.9 and the fluid in B is water.
Assume h1 = 40 mm, h2 = 20
mm, h3 = 32 mm.
Determine the new differential reading along the inclined leg of the mercury manometer of the...
Observations Process Fluid Manometric Fluid Flowrate (Liter Per Minute) h1 (om of Manometric Fluid) h2 (cm of Manometric Fluid) Water Mercury 5.00 35.3 34.7 Water Mercury 10.00 38.1 33.9 Water Mercury 15.00 37.5 32.5 Water Mercury 20.00 30.5 30.5 Water Mercury 25.00 41.0 28.1 Water Mercury 30.00 25.1 Water Mercury 35.00 48.4 21.0 Water Mercury 40.00 52.4 17.6 Experimental Data Venturi Diameter: 0.006 meter(s) Type of Venturi tube : Welded Tube Nominal Pipe Diameter: 0.25 inch Actual Pipe Diameter: 0.92...
fluid mechanics
3. Static Pressure Two water tanks are connected to one another through a mercury (SG 13.6) manometer with inclined tubes as shown. If the pressure difference between the two tanks is 20kPa, calculate the values of a in centimeters (cm) and ? in degrees Note: ?Water 9.81 kN/m3. Water CI 26.8 cm 2a Water Mercury SG 13.6
Fluid mechanics! Please answer
and explain (w/ details). Will rate!
3) Consider flow through an industrial water pipe. A technician needs to measure the pressure drop along the pipe from P2 to Pi (ie. find what P2- Pi is). Instead of using Castor Oil only, the technician accidently fills the manometer with Decane. Use the manometer shown below to calculate the pressure difference between the two locations along the pipe. Express your answer symbolically using the given parameters as well...
?
6. Conversion of Pressure to Head of a Fluid Given the pressure of 1 standard atnm as to 1.325 kN/m2. Do as follows. (a) Convert this pressure to head in m water at 4°C, the density of water at 4°C is 1.000 g/cm*, a density of 1.000 g/cm equals 1000 kg/m
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