7,0
7,5
8,0
8,5
9,0
9,5
10,0
10,5
11,0
81
82
83
8
4
85
8
6
8
7
88
8
9
90
91
9
2
93
94
95
Flow (m3/h)
Eletric Power (kW)
n=2 e f=0
n=2 e f=1
CT case
Figure 5: CP – CT case.
3,0
3,5
4,0
4,5
5,0
5,5
6,0
6,5
7,0
7,5
5
0
5
2
5
4
56
58
6
0
6
2
6
4
6
6
68
7
0
72
7
4
7
6
7
8
Flow (m3/h)
Eletric Power (kW)
n=1 e f=0
RMP case
Figure 6: CP – RMP case.
For HVAC and PS the results for the power
reduction potentials are determined and presented in
Table 3.
Table 3: Potential power reduction (kW).
HVAC PS
CT 14.13 24.5% 29.41 42.9%
RMP 4.06 7.0% 14.3 20.9%
It is remarkable the enormous reduction of
power demand in the case of PS and the substantial
decrease in HVAC.
5 CONCLUSIONS
According to the present results the potential for
application of DR concept in this pool is important.
The BEMS designed by the author’s implements
some control strategies applied to HAVC system and
PS to reduce electricity demand during peak hours,
which represents a significant reduction in the power
demand of 7.0 % and 20.9% in the HVAC system
and the PS system, respectively. In a situation of
emergency to the grid, the maximum reduction in
power demand that can be obtained is 24.5 % and
42.9% in HVAC and PS, respectively.
It is expected a promising future for DR in these
kinds of buildings taking into account the large
number of such sport complexes in Portugal.
The authors believe that the present contribution
underlines the importance of sport complexes with
Indoor Swimming Pools for contract-based DR, of
using
adapted Building Energy Management System.
This work has been partially supported by FCT
under project grant PEst-C/EEI/UI0308/2011.
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