a)
∫pdV=1379⋅103∫2346dV=1379⋅103⋅23=31717⋅103 J
∫Vdp=378∫13794136dp=378⋅2757=1042146 J
b)
ΔU=Q−W=0
for non-flow:
ΔH=VΔp=1042146 J
for steady-flow:
ΔH=pΔV=31717⋅103 J
ΔS=Q/T
T=27−273=−246 K
for non-flow:
Q=∫pdV=31717⋅103 J
ΔS=−31717⋅103/246=−129 J
for steady-flow:
Q=∫Vdp=1042146 J
ΔS=−1042146/246=−4236 J
c)
for non-flow:
Q=W=∫pdV=31717⋅103 J
for steady-flow:
Q=W=∫Vdp=1042146 J
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