
 
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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