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IEA Solar Heating and Cooling Programm - NachhaltigWirtschaften.at

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<strong>IEA</strong> SHC Task 38 <strong>Solar</strong> Air Conditioning <strong>and</strong> Refriger<strong>at</strong>ion Subtask C2-A, November 9, 2009<br />

Figure 6. Evolution of evapor<strong>at</strong>or he<strong>at</strong> flow for internally coupled thermal mass only.<br />

Figure 5 shows the external he<strong>at</strong> flow from the chilled w<strong>at</strong>er, Q E,ext , <strong>and</strong> the he<strong>at</strong> flow into the<br />

external thermal mass, Q st,E,ext . The difference between both is the he<strong>at</strong> flow into the<br />

refrigerant. In the first seconds after the step, the temper<strong>at</strong>ure of the evapor<strong>at</strong>or rises<br />

somewh<strong>at</strong> due to the increased absorber pressure as previously explained. The external<br />

he<strong>at</strong> flow drops, some he<strong>at</strong> is stored in the external mass. At 67s after the step (elapsing of<br />

c 1 ) a sharp neg<strong>at</strong>ive peak can be seen in the he<strong>at</strong> flow which is stored in the external mass:<br />

the evapor<strong>at</strong>or cools down because more absorption takes place as the change in solution<br />

mass fraction reaches the absorber. Consequently the external he<strong>at</strong> flow into the evapor<strong>at</strong>or<br />

increases with a steep gradient. In parallel to this process, solution with the initial weak<br />

concentr<strong>at</strong>ion from the absorber reaches the gener<strong>at</strong>or <strong>at</strong> 61s after the step (elapsing of c 2 ).<br />

Therefore the equilibrium concentr<strong>at</strong>ion in the gener<strong>at</strong>or sump decreases due to the mixing.<br />

This slightly weaker solution leaves the gener<strong>at</strong>or sump <strong>and</strong> reaches the absorber with a<br />

time difference of 6s (∆c 1-2 ). It increases the absorber pressure <strong>and</strong> decreases the<br />

evapor<strong>at</strong>or he<strong>at</strong> flow, visible in Figure 5 <strong>at</strong> 128s after the step where the evapor<strong>at</strong>or he<strong>at</strong> flow<br />

pl<strong>at</strong>eaus <strong>at</strong> constant level. At approx. 200s after the step new stronger solution reaches the<br />

absorber from the gener<strong>at</strong>or, the absorber pressure decreases <strong>and</strong> the evapor<strong>at</strong>or he<strong>at</strong> flow<br />

increases again. The gradient is, however, less steep than the first time due to the increased<br />

mixing in both gener<strong>at</strong>or <strong>and</strong> absorber sump <strong>and</strong> the corresponding equalis<strong>at</strong>ion of solution<br />

mass fraction. After this second increase another pl<strong>at</strong>eau can be observed in the evapor<strong>at</strong>or<br />

he<strong>at</strong> flow <strong>at</strong> approx. 260s after the step. This process of altern<strong>at</strong>ing solution concentr<strong>at</strong>ion<br />

changes is repe<strong>at</strong>ed a few more times with less <strong>and</strong> less intensity until <strong>at</strong> 500 seconds after<br />

the initial step the he<strong>at</strong> flow out of the thermal mass has stopped almost completely. A new<br />

steady-st<strong>at</strong>e is reached <strong>at</strong> 1200s after the initial step.<br />

Figure 6 shows a similar evolution but with alloc<strong>at</strong>ion of the thermal mass to the internal<br />

evapor<strong>at</strong>or temper<strong>at</strong>ure. The behaviour is very similar, but there is an influence on the time<br />

to reach a new steady-st<strong>at</strong>e <strong>and</strong> also on the course of the he<strong>at</strong> flow after the step. Figure 6<br />

shows th<strong>at</strong> alloc<strong>at</strong>ing the thermal mass to the internal parts results in a slower response with<br />

approx. 1400s to reach the new steady-st<strong>at</strong>e. Even the cooling down of the evapor<strong>at</strong>or takes<br />

about 1000 seconds. The influence of the solution transport delay is much stronger, as the<br />

internal mass now includes the solution, the solution he<strong>at</strong> exchanger, <strong>and</strong> the solution pump<br />

page 87

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