......
II'99.95
6
Fig 1.4
I
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99
96
97
96
95
90
I
80
75 70
60
50
I
I
i I
30
25
20
0.
0.
0. 0. 0.0·
If-From the Flgure(99.73% level)
t~ max. daily flow- 3,800 m
3 /d
If-max. hourly flow - 320 m
3 1h
1 1-max. flow per second - 170
Vs
I '
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r
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1.1
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1
~ .t.
hour
I 2 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10
80 1 00 150Vs 200 300 400 m3/h
Influent to Sjcelse wastewater treatment plant, Birkered (Denmark) (19/.
4 d
ay
2 3 2000 3000
:;
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c
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0
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10 5000
m3/d
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< 0
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.....