38
2 Advantages of Hybrid Bioreactor
44. Lobos-Moysa E (2012) Application of hybrid biological techniques to the treatment of municipal wastewater containing oils and fats. Desalin Water Treat (impact factor: 0.61). https://doi.
org/10.1080/19443994.2012.677451
45. Arumugam SM, Ponnusami V (2013) Aerobic treatment of dairy wastewater by hybrid
bioreactor. Int J Chem Res 5(6):3064–3069
46. Bohdziewicz J, Sroka E (2006) Application of hybrid systems to the treatment of meat industry
wastewater. Desalination 198:33–40
47. Farrokhi M, Ashrafi D, Roohbakhsh E, Yoonesi A (2014) Hospital wastewater treatment by
integrated fixed film activated sludge, using rice husk as fixed media. Adv Life Sci 4(3):178–183
48. Moysa EL, Dudziak M, Zo´ n Z (2009) Biodegradation of rapeseed oil by activated sludge
method in the hybrid system. Desalination 241:43–48
49. Trapani DD, Christensso M, Odegaard H (2011) Hybrid/activated sludge /biofilm process for
the treatment of municipal wastewater. Water Sci Technol 63(6):1121–1129. https://doi.org/
10.2166/wst.2011.350
50. Oles J, Wilderer PA (1991) Computer aided design of sequencing batch reactors based on the
IAW PRC activated sludge model. Water Sci Technol 23(4–6): 1087–1095
51. Daigger GT, Nalosco D (1995) Evaluation and design of full-scale wastewater treatment plant
using biological process models. Water Sci Technol 31(2):245–255
52. Mehrdadi N, Azimi A, Bidhendi GRN, Hooshyari B (2006) Determination of design criteria
of an H-IFAS reactor in comparison with an extended aeration activated sludge process. Iran J
Environ Health Sci Eng 3(1)
53. Finnson A (1993) Simulation of a strategy to start up nitrification at Bromma sewage plant
using a model based on IAW PRC model No.1. Water Sci Technol 28(11–12):185–195
54. Novotny V, Jones HV, Feng X, Capodaglio AG (1990) Time series analysis models of activated
sludge plants. Water Sci Technol 23:1107–1116
55. Capodaglio AG, Jones HV, Novotny V, Feng X (1991) Sludge bulking analysis and forecasting:
application of system identification and artificial neural computing technologies. Water Res
25(10):1217–1224
56. Cote M, Gransjean BPA, Lessard P, Thibault J (1995) Dynamic modeling of the activated
sludge process: improving prediction using neural networks. Water Res 29:995–1004
57. Lukasse LJS, Keesman KJ, Klapwijk A, van Straten G (1988) Optimal control of N-removal
in ASPs. Water Sci Technol 38(3):255–262
58. Lesouef A, Payraudeau M, Rogalla M, Kleiber B (1992) Optimizating nitrogen removal reactor
configurations by on-site calibration of the IAW PRC activated sludge model. Water Sci Technol
25(6):105–123
59. Shaw AR, Johnson TL, Johnson C (2003) Intricacies of modeling the emerging integrated fixed
film activated sludge (IFAS) process. In: Proceedings of the water environment federation,
WEFTEC 2003: Session 61 through Session 70, pp 95107(13)
60. Sriwiriyarat T, Randall CW (2005) Evaluation of integrated fixed film activated sludge wastewater treatment processes at high mean cells residence time and low temperatures. J Environ
Eng ASCE 131(11):1550–1556
61. Harris NP, Hansford GS (1976) A study of substrate removal in a microbial film reactor. Water
Res 10: 935–943
62. Henze M, Grady Jr CPL, Gujer W, Marais GVR, Matsuo T (1987) Activated sludge model No.
1. Scientific and Technical report No. 1. International Association on Water Pollution Research
and Control, London
63. Barker PS, Dold PL (1997) General model for biological nutrient removal activated sludge
systems. Water Environ Res 69(5):969–984
64. Henze M, Gujer W, Mino T, van Loosdrecht M, Marais, GVR, Wentzel MC, Matsuo T (1999)
Activated sludge model No. 2D, ASM 2D. Water Sci Technol 39(1):165–182
65. Tsuno H, Hidakaa T, Nishimura F (2001) A simple biofilm model of bacterial competition for
attached surface. Water Res 36:996–1006
66. Boltz JP, Morgenroth E, Sen D (2010) Mathematical modeling of biofilms and biofilm reactors
for engineering design. Water Sci Technol 62:1821–1836
2 Advantages of Hybrid Bioreactor
44. Lobos-Moysa E (2012) Application of hybrid biological techniques to the treatment of municipal wastewater containing oils and fats. Desalin Water Treat (impact factor: 0.61). https://doi.
org/10.1080/19443994.2012.677451
45. Arumugam SM, Ponnusami V (2013) Aerobic treatment of dairy wastewater by hybrid
bioreactor. Int J Chem Res 5(6):3064–3069
46. Bohdziewicz J, Sroka E (2006) Application of hybrid systems to the treatment of meat industry
wastewater. Desalination 198:33–40
47. Farrokhi M, Ashrafi D, Roohbakhsh E, Yoonesi A (2014) Hospital wastewater treatment by
integrated fixed film activated sludge, using rice husk as fixed media. Adv Life Sci 4(3):178–183
48. Moysa EL, Dudziak M, Zo´ n Z (2009) Biodegradation of rapeseed oil by activated sludge
method in the hybrid system. Desalination 241:43–48
49. Trapani DD, Christensso M, Odegaard H (2011) Hybrid/activated sludge /biofilm process for
the treatment of municipal wastewater. Water Sci Technol 63(6):1121–1129. https://doi.org/
10.2166/wst.2011.350
50. Oles J, Wilderer PA (1991) Computer aided design of sequencing batch reactors based on the
IAW PRC activated sludge model. Water Sci Technol 23(4–6): 1087–1095
51. Daigger GT, Nalosco D (1995) Evaluation and design of full-scale wastewater treatment plant
using biological process models. Water Sci Technol 31(2):245–255
52. Mehrdadi N, Azimi A, Bidhendi GRN, Hooshyari B (2006) Determination of design criteria
of an H-IFAS reactor in comparison with an extended aeration activated sludge process. Iran J
Environ Health Sci Eng 3(1)
53. Finnson A (1993) Simulation of a strategy to start up nitrification at Bromma sewage plant
using a model based on IAW PRC model No.1. Water Sci Technol 28(11–12):185–195
54. Novotny V, Jones HV, Feng X, Capodaglio AG (1990) Time series analysis models of activated
sludge plants. Water Sci Technol 23:1107–1116
55. Capodaglio AG, Jones HV, Novotny V, Feng X (1991) Sludge bulking analysis and forecasting:
application of system identification and artificial neural computing technologies. Water Res
25(10):1217–1224
56. Cote M, Gransjean BPA, Lessard P, Thibault J (1995) Dynamic modeling of the activated
sludge process: improving prediction using neural networks. Water Res 29:995–1004
57. Lukasse LJS, Keesman KJ, Klapwijk A, van Straten G (1988) Optimal control of N-removal
in ASPs. Water Sci Technol 38(3):255–262
58. Lesouef A, Payraudeau M, Rogalla M, Kleiber B (1992) Optimizating nitrogen removal reactor
configurations by on-site calibration of the IAW PRC activated sludge model. Water Sci Technol
25(6):105–123
59. Shaw AR, Johnson TL, Johnson C (2003) Intricacies of modeling the emerging integrated fixed
film activated sludge (IFAS) process. In: Proceedings of the water environment federation,
WEFTEC 2003: Session 61 through Session 70, pp 95107(13)
60. Sriwiriyarat T, Randall CW (2005) Evaluation of integrated fixed film activated sludge wastewater treatment processes at high mean cells residence time and low temperatures. J Environ
Eng ASCE 131(11):1550–1556
61. Harris NP, Hansford GS (1976) A study of substrate removal in a microbial film reactor. Water
Res 10: 935–943
62. Henze M, Grady Jr CPL, Gujer W, Marais GVR, Matsuo T (1987) Activated sludge model No.
1. Scientific and Technical report No. 1. International Association on Water Pollution Research
and Control, London
63. Barker PS, Dold PL (1997) General model for biological nutrient removal activated sludge
systems. Water Environ Res 69(5):969–984
64. Henze M, Gujer W, Mino T, van Loosdrecht M, Marais, GVR, Wentzel MC, Matsuo T (1999)
Activated sludge model No. 2D, ASM 2D. Water Sci Technol 39(1):165–182
65. Tsuno H, Hidakaa T, Nishimura F (2001) A simple biofilm model of bacterial competition for
attached surface. Water Res 36:996–1006
66. Boltz JP, Morgenroth E, Sen D (2010) Mathematical modeling of biofilms and biofilm reactors
for engineering design. Water Sci Technol 62:1821–1836