76. Antonie RL (1972) Factors affecting BOD removal and nitrification in the bio-disc process.
Technical paper presented at the Central States Water Pollution Control Association Annual
Meeting, Milwaukee, Wisconsin, USA, p. 14–16 June
77. Antonie RL (1972) Three-step biological treatment with the bio-disc process. Technical paper
presented at the New York Water Pollution Control Association, Montank, USA, 12–14 June
78. Torpey WN (1971) Biological treatment of wastewater. US Patent No. 3575849, Official
Gazette, USA, 20 April, p 594
79. U. S. National Research Council (1946) Sewage Work J 18:791
80. Allen TS (1971) The design, construction, and operation of plastic media fillers. Technical
paper presented at the Missouri Water and Sewage Conference, Jefferson City, MO, USA,
29 Sept
81. Hemming ML (1979) General biological aspects of wastewater treatment, including the deepshaft process. Water Pollution Control 78:3
82. Public Works Journal Corp (1970) Handbook of trickling filter design. PWJC, Ridgewood
83. Velz CJ (1948) A basic law for the performance of biological filters. Sewage Work J 20:607
84. Howland WE (1958) Flow over porous media as in a trickling filter. Engineering Bulletin
Extension Series No, 94. In: Proceedings of the 12th industrial waste conference, 1957, Purdue
University, Lafayette, Ind., USA, 42, 435–65
85. Eckenfelder WW Jr (1961) J Sanitary Eng. 87, No. SA4, Proc. Paper 2860, 33
86. UMRGLB (1971) Recommended standards for sewage works. Great Lakes-Upper Mississippi
River Board of State Sanitary Engineers, USA
87. Galler WS, Gotaas HB (1964), Sanitary Eng. 90, No. SA6, Proc. Paper 4194, 59
88. Gloyna EF, Eckenfelder WW (1968) Advances in water quality improvement. University of
Texas Press, Austin, TX, USA, pp 204–214
89. Jank BE, Drynan WR (1973) Substrate removal mechanism of trickling filters. J Environ Eng
3:187
90. Gotaas HB, Caller WS (1973) Design optimization for biological filter models. J Environ Eng
EE6:831
91. McKinney RE (1962) Microbiology for sanitary engineers. McGraw-Hill, New York, USA,
pp 199–212
92. Rogovskaya TI, Lazareva MF Sb Ved Pr Vvs Sk Chemickotechnolo Pardubice 6(1):43
93. Cooke WB (1959) An ecological life history of Aureobasidium pulluans. Ecology 40:273.
(1962)
94. Hawkes HA (1963) The ecology of waste water treatment. Pergamon Press, London, 203 pp
95. Buras N, Kott YJ (1969) A simple test for differentiation between E.coli and A.aerogenes
water research, Elsevier, NY, USA
96. Jank BE (1971) Substrate removal mechanism of trickling filters operated at high organic and
hydraulic loadings. PhD Thesis, University of Waterloo, Ontario, Canada
97. Wang MHS, Wang LK, Poon CPC (1982) Theoretical and empirical developments of attached
growth biological systems, part II. US Dept. of Commerce, National Technical Information
Service, USA. Tech. Report No. PB82-216409, 38 pp, June
98. NSW Plastics (2015) SESSIL trickling filter media-vertical plastic strip media, Roanoke.
http://www.nswplastics.com/environmental/pdfs/sessil_flyer.pdf
99. Brentwood Industries (2015) Brentwood trickling filter media installation guidelines, Reading.
http://www.brentwoodprocess.com/pdfs/tfig.pdf
100. Tsuno H, Hidaka T, Nakamoto M (2004) Development of pre-coagulation and bio-filtration
process for advanced treatment of sewage. Water Sci Technol Water Supply 4(1):13–22
101. Wang LK (1984) Investigation and design of a denitrification filter. Civ Eng Pract Des Eng
3:347–362
102. The Dow Chemical Co. (1972) A literature search and critical analysis of biological trickling
filter studies, vol 4 and II. Environmental Protection Agency, Washington, DC, USA, 702 pp
103. Maier WJ (1966) Mass transfer and growth kinetics on a slime layer, a simulation of the
trickling filter. PhD Thesis, Cornell University, Ithaca, NY, USA
164
L. K. Wang et al.
Technical paper presented at the Central States Water Pollution Control Association Annual
Meeting, Milwaukee, Wisconsin, USA, p. 14–16 June
77. Antonie RL (1972) Three-step biological treatment with the bio-disc process. Technical paper
presented at the New York Water Pollution Control Association, Montank, USA, 12–14 June
78. Torpey WN (1971) Biological treatment of wastewater. US Patent No. 3575849, Official
Gazette, USA, 20 April, p 594
79. U. S. National Research Council (1946) Sewage Work J 18:791
80. Allen TS (1971) The design, construction, and operation of plastic media fillers. Technical
paper presented at the Missouri Water and Sewage Conference, Jefferson City, MO, USA,
29 Sept
81. Hemming ML (1979) General biological aspects of wastewater treatment, including the deepshaft process. Water Pollution Control 78:3
82. Public Works Journal Corp (1970) Handbook of trickling filter design. PWJC, Ridgewood
83. Velz CJ (1948) A basic law for the performance of biological filters. Sewage Work J 20:607
84. Howland WE (1958) Flow over porous media as in a trickling filter. Engineering Bulletin
Extension Series No, 94. In: Proceedings of the 12th industrial waste conference, 1957, Purdue
University, Lafayette, Ind., USA, 42, 435–65
85. Eckenfelder WW Jr (1961) J Sanitary Eng. 87, No. SA4, Proc. Paper 2860, 33
86. UMRGLB (1971) Recommended standards for sewage works. Great Lakes-Upper Mississippi
River Board of State Sanitary Engineers, USA
87. Galler WS, Gotaas HB (1964), Sanitary Eng. 90, No. SA6, Proc. Paper 4194, 59
88. Gloyna EF, Eckenfelder WW (1968) Advances in water quality improvement. University of
Texas Press, Austin, TX, USA, pp 204–214
89. Jank BE, Drynan WR (1973) Substrate removal mechanism of trickling filters. J Environ Eng
3:187
90. Gotaas HB, Caller WS (1973) Design optimization for biological filter models. J Environ Eng
EE6:831
91. McKinney RE (1962) Microbiology for sanitary engineers. McGraw-Hill, New York, USA,
pp 199–212
92. Rogovskaya TI, Lazareva MF Sb Ved Pr Vvs Sk Chemickotechnolo Pardubice 6(1):43
93. Cooke WB (1959) An ecological life history of Aureobasidium pulluans. Ecology 40:273.
(1962)
94. Hawkes HA (1963) The ecology of waste water treatment. Pergamon Press, London, 203 pp
95. Buras N, Kott YJ (1969) A simple test for differentiation between E.coli and A.aerogenes
water research, Elsevier, NY, USA
96. Jank BE (1971) Substrate removal mechanism of trickling filters operated at high organic and
hydraulic loadings. PhD Thesis, University of Waterloo, Ontario, Canada
97. Wang MHS, Wang LK, Poon CPC (1982) Theoretical and empirical developments of attached
growth biological systems, part II. US Dept. of Commerce, National Technical Information
Service, USA. Tech. Report No. PB82-216409, 38 pp, June
98. NSW Plastics (2015) SESSIL trickling filter media-vertical plastic strip media, Roanoke.
http://www.nswplastics.com/environmental/pdfs/sessil_flyer.pdf
99. Brentwood Industries (2015) Brentwood trickling filter media installation guidelines, Reading.
http://www.brentwoodprocess.com/pdfs/tfig.pdf
100. Tsuno H, Hidaka T, Nakamoto M (2004) Development of pre-coagulation and bio-filtration
process for advanced treatment of sewage. Water Sci Technol Water Supply 4(1):13–22
101. Wang LK (1984) Investigation and design of a denitrification filter. Civ Eng Pract Des Eng
3:347–362
102. The Dow Chemical Co. (1972) A literature search and critical analysis of biological trickling
filter studies, vol 4 and II. Environmental Protection Agency, Washington, DC, USA, 702 pp
103. Maier WJ (1966) Mass transfer and growth kinetics on a slime layer, a simulation of the
trickling filter. PhD Thesis, Cornell University, Ithaca, NY, USA
164
L. K. Wang et al.