E 5 A Tutorial 01.pdf A Topic 1.pdf * CE2211 2020_2_CE: CE 221 E conjugate beam assignmen CE2711 Fluid Mechanic X A Douglas J.F., Gasoriek J.M., -> O file:///C:/Users/Thavisha/Documents/SLIIT/Y2S1/zzz/2017/CE2711 Fluid%20Mechanics.pdf ... of 4 p E Fit to page CD Page view A Read aloud 2. Add notes Ш Freshwater and seawater flowing in parallel horizontal pipelines are connected to each other by a double U-tube manometer, as shown in Figure 1.3. Determine the pressure difference between the two pipelines. Take the density of mercury and sea-water at that location to be 13600 kg/m³ and 1035 kg/m', respectively. Can the air column be ignored in the analysis? (20 marks) Air Fresh- 40 cm water 70 cm Sea- water 60 cm 10 cm Mercury Figure 1.3 Double U-tube manometer arrangement Question 02 (50 marks) Briefly explain the reason for the origination of hydrostatic forces on submerged surfaces. (05 marks) I.
E 5 A Tutorial 01.pdf A Topic 1.pdf * CE2211 2020_2_CE: CE 221 E conjugate beam assignmen CE2711 Fluid Mechanic X A Douglas J.F., Gasoriek J.M., -> O file:///C:/Users/Thavisha/Documents/SLIIT/Y2S1/zzz/2017/CE2711 Fluid%20Mechanics.pdf ... of 4 p E Fit to page CD Page view A Read aloud 2. Add notes Ш Freshwater and seawater flowing in parallel horizontal pipelines are connected to each other by a double U-tube manometer, as shown in Figure 1.3. Determine the pressure difference between the two pipelines. Take the density of mercury and sea-water at that location to be 13600 kg/m³ and 1035 kg/m', respectively. Can the air column be ignored in the analysis? (20 marks) Air Fresh- 40 cm water 70 cm Sea- water 60 cm 10 cm Mercury Figure 1.3 Double U-tube manometer arrangement Question 02 (50 marks) Briefly explain the reason for the origination of hydrostatic forces on submerged surfaces. (05 marks) I.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Transcribed Image Text:E 5 A Tutorial 01.pdf
A Topic 1.pdf
* CE2211 2020_2_CE: CE 221
E conjugate beam assignmen CE2711 Fluid Mechanic X
A Douglas J.F., Gasoriek J.M.,
->
O file:///C:/Users/Thavisha/Documents/SLIIT/Y2S1/zzz/2017/CE2711 Fluid%20Mechanics.pdf
...
of 4 p
E Fit to page
CD Page view
A Read aloud
2. Add notes
Ш
Freshwater and seawater flowing in parallel horizontal pipelines are connected to each other by a
double U-tube manometer, as shown in Figure 1.3. Determine the pressure difference between
the two pipelines. Take the density of mercury and sea-water at that location to be 13600 kg/m³
and 1035 kg/m', respectively. Can the air column be ignored in the analysis?
(20 marks)
Air
Fresh-
40 cm
water
70 cm
Sea-
water
60 cm
10 cm
Mercury
Figure 1.3 Double U-tube manometer arrangement
Question 02
(50 marks)
Briefly explain the reason for the origination of hydrostatic forces on submerged surfaces.
(05 marks)
I.
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