00:01
So guys, let us start with the answer of this question.
00:03
First of all, draw the pv diagram.
00:05
We've got p on the y axis and v on the x axis.
00:10
So you've got p3, then we have b2.
00:15
Here we have v1 and v3.
00:18
So these are the three intersection points.
00:22
Stage 1, 2, and 3.
00:28
So we are given the falling data for water, that is t1 is equal to 20 degrees centigrates, m is equal to 1 kg, p1 is equal to 300 khal, and then we've got p3 is equal to 600 kepascal, we've got v3 is equal to 0 .002 cubic meters.
00:56
So in this problem we got two stages.
00:58
One is constant volume process and the other is constant pressure process.
01:02
So to find total work and heat transfer we have to calculate it in each process and then we summit.
01:09
To make it easier, we have to look at the pv diagram.
01:12
So for this problem, during process two to three volume doesn't change.
01:17
So the final volume is the same as in state two.
01:21
So v3 is equal to v2 and that is equal to 0 .002 cubic meters.
01:31
So from saturated water table corresponding to temperature, t20 degrees centigrade, t1, 20 degrees centigrade, and you are 20 degrees we can obtain saturation pressure, specific volume, and internal energy.
01:48
So p saturation is equal to 2 .339 kilo -pascal.
01:55
Then we've got v1 is equal to vf, and which is 0 .00122 cubic meters per kg.
02:07
And we've got u1 is equal to uf and that is equal to 83 .94 kilojoules per kg and then we've got ufg is equal to 2318 .98 kilojoules per kg so the specific volume at stage 2 is equal to v2 is equal to capital b2 over m and that is 0 .002 cubic meters per kg...