00:01
Hi, in this question you have been asked to design a reducing pipe and the connection is attached using a set of flange bolts that can withstand a maximum force of 300 newton.
00:15
Now the diameter of the pipe at location 1 that is d1 is given as 10 centimeter, we have d2 given as 6 centimeter.
00:24
Now the exit velocity at location 2 is given as v exit equals to 13 meter per second.
00:34
Now the pressure at location 1 that is p1 is equals to 74000 pascal.
00:42
Now the fluid in this manometer is mercury, so the density of mercury that is hg is given as 13537 kg per meter cube and the water density is 1000 kg per meter cube.
00:58
So in part a of this question they are asking to calculate the velocity at location 1.
01:05
So now from continuity equation we can write that a1 v1 will be equals to a2 v2.
01:14
So we can calculate the value of v2, sorry v1 as 6 square into 13 divided by 10 square which will give the value of velocity at v1 at 4 .68 meter per second.
01:34
Now further moving on to part b.
01:37
So in part b of the same question they are asking what is the differential height h of the manometer...