Capitulo 17 Osmose reversa - Pliniotomaz.com.br
Capitulo 17 Osmose reversa - Pliniotomaz.com.br
Capitulo 17 Osmose reversa - Pliniotomaz.com.br
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Aproveitamento de água de chuva em áreas urbanas para fins não potáveis<<strong>br</strong> />
<strong>Capitulo</strong> 23- Reator Biológico de Contato (RBC) para águas cinzas claras<<strong>br</strong> />
Engenheiro Plínio Tomaz 4 de janeiro 2010 pliniotomaz@uol.<strong>com</strong>.<strong>br</strong><<strong>br</strong> />
Exemplo 23.6<<strong>br</strong> />
Dimensionar um tanque de equalização para tratamento de <strong>17</strong>,25m 3 /h <strong>com</strong> vazões<<strong>br</strong> />
de entrada variando de 8m 3 /h a 50m 3 /h.<<strong>br</strong> />
O volume calculado será de 80,25m 3 e a seção será quadrada.<<strong>br</strong> />
Tabela 23.14- Cálculo do tanque de equalização baseado no Método de Rippl<<strong>br</strong> />
Vazão de Vazão<<strong>br</strong> />
Tratamento horária<<strong>br</strong> />
(m 3 /h) (m 3 /h)<<strong>br</strong> />
Horas<<strong>br</strong> />
do dia<<strong>br</strong> />
Diferença entre<<strong>br</strong> />
Vazão de tratamento<<strong>br</strong> />
e Vazão horária<<strong>br</strong> />
(2) – (3)<<strong>br</strong> />
(m³)<<strong>br</strong> />
Diferença Acumulada<<strong>br</strong> />
da Coluna 4 dos<<strong>br</strong> />
Valores Positivos<<strong>br</strong> />
(m³)<<strong>br</strong> />
Coluna 1 Coluna 2 Coluna 3 Coluna 4 Coluna 5<<strong>br</strong> />
22 <strong>17</strong>,25 15,0 2 2<<strong>br</strong> />
23 <strong>17</strong>,25 15,0 2 4<<strong>br</strong> />
24 <strong>17</strong>,25 15,0 2 6<<strong>br</strong> />
1 <strong>17</strong>,25 8,0 9,25 15,25<<strong>br</strong> />
2 <strong>17</strong>,25 8,0 9,25 24,25<<strong>br</strong> />
3 <strong>17</strong>,25 8,0 9,25 32,75<<strong>br</strong> />
4 <strong>17</strong>,25 8,0 9,25 43<<strong>br</strong> />
5 <strong>17</strong>,25 8,0 9,25 52,25<<strong>br</strong> />
6 <strong>17</strong>,25 8,0 9,25 59,5<<strong>br</strong> />
7 <strong>17</strong>,25 10,0 7 68,25<<strong>br</strong> />
8 <strong>17</strong>,25 11,0 6 74,25<<strong>br</strong> />
9 <strong>17</strong>,25 12,0 5 79,25<<strong>br</strong> />
10 <strong>17</strong>,25 15,0 2 81,25<<strong>br</strong> />
11 <strong>17</strong>,25 16,0 1 83,25<<strong>br</strong> />
12 <strong>17</strong>,25 20,0 -3 80,25<<strong>br</strong> />
13 <strong>17</strong>,25 19,0 -2<<strong>br</strong> />
14 <strong>17</strong>,25 18,0 -1<<strong>br</strong> />
15 <strong>17</strong>,25 20,0 -3<<strong>br</strong> />
16 <strong>17</strong>,25 20,0 -3<<strong>br</strong> />
<strong>17</strong> <strong>17</strong>,25 35,0 -18<<strong>br</strong> />
18 <strong>17</strong>,25 50,0 -33<<strong>br</strong> />
19 <strong>17</strong>,25 30,0 -13<<strong>br</strong> />
20 <strong>17</strong>,25 23,0 -6<<strong>br</strong> />
21 <strong>17</strong>,25 22,0 -5<<strong>br</strong> />
Total diário= 414,00<<strong>br</strong> />
<strong>17</strong>,25<<strong>br</strong> />
23-44