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book Bioprocess Engineering 2nd Edition by Fikret Kargi,Michael Shuler cover

Bioprocess Engineering 2nd Edition by Fikret Kargi,Michael Shuler

Edition 2ISBN: 9780130819086
book Bioprocess Engineering 2nd Edition by Fikret Kargi,Michael Shuler cover

Bioprocess Engineering 2nd Edition by Fikret Kargi,Michael Shuler

Edition 2ISBN: 9780130819086
Exercise 7
Redo Example 16.4 if the Contois equation for growth applies. In this case 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 <font face=symbol></font>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 <font face=symbol></font>c <font face=symbol></font>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 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 <font face=symbol></font>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 <font face=symbol></font>c <font face=symbol></font>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? are the same as for Example 16.4, but 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 <font face=symbol></font>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 <font face=symbol></font>c <font face=symbol></font>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? no longer applies. Assume 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 <font face=symbol></font>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 <font face=symbol></font>c <font face=symbol></font>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? MLVSS.
Example 16.4.
An industrial waste with an inlet 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 <font face=symbol></font>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 <font face=symbol></font>c <font face=symbol></font>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? of 800 mg/l must be treated to reduce the exit 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 <font face=symbol></font>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 <font face=symbol></font>c <font face=symbol></font>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? level to 20 mg/l. The inlet flow rate is 400 m ³/h. Kinetic parameters have been estimated for waste as 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 <font face=symbol></font>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 <font face=symbol></font>c <font face=symbol></font>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? 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 <font face=symbol></font>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 <font face=symbol></font>c <font face=symbol></font>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? A waste treatment unit of 3200 m ³is available. Assume a recycle ratio of 0.40 and 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 <font face=symbol></font>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 <font face=symbol></font>c <font face=symbol></font>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? If you operate at a value of c 120 h, find S and determine if sufficient 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 <font face=symbol></font>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 <font face=symbol></font>c <font face=symbol></font>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? 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?
Explanation
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Bioprocess Engineering 2nd Edition by Fikret Kargi,Michael Shuler
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