
Bioprocess Engineering 2nd Edition by Fikret Kargi,Michael Shuler
النسخة 2الرقم المعياري الدولي: 9780130819086
Bioprocess Engineering 2nd Edition by Fikret Kargi,Michael Shuler
النسخة 2الرقم المعياري الدولي: 9780130819086 تمرين 7
Redo Example 16.4 if the Contois equation for growth applies. In this case
The values of
are the same as for Example 16.4, but
no longer applies. Assume
MLVSS.
Example 16.4.
An industrial waste with an inlet
of 800 mg/l must be treated to reduce the exit
level to 20 mg/l. The inlet flow rate is 400 m ³/h. Kinetic parameters have been estimated for waste as
A waste treatment unit of 3200 m ³is available. Assume a recycle ratio of 0.40 and
If you operate at a value of c 120 h, find S and determine if sufficient
removal is attained in a well-mixed activated-sludge process to meet specifications. What will
be X and the sludge production rate from this process?
The values of
are the same as for Example 16.4, but
no longer applies. Assume
MLVSS.Example 16.4.
An industrial waste with an inlet
of 800 mg/l must be treated to reduce the exit
level to 20 mg/l. The inlet flow rate is 400 m ³/h. Kinetic parameters have been estimated for waste as
A waste treatment unit of 3200 m ³is available. Assume a recycle ratio of 0.40 and
If you operate at a value of c 120 h, find S and determine if sufficient
removal is attained in a well-mixed activated-sludge process to meet specifications. What willbe X and the sludge production rate from this process?
التوضيح
From the equation Therefore, ...
Bioprocess Engineering 2nd Edition by Fikret Kargi,Michael Shuler
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