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040	|aCaOODSP|beng|erda|cCaOODSP
043	|an-cn---
086	1 |aEn36-537/01-89E-PDF
100	1 |aJones, R. M., |eauthor.
245	10|aDynamic modelling of a high rate anaerobic wastewater treatment process : |ba progress report / |cR.M. Jones.
264	1|aBurlington, Ontario : |bEnvironment Canada, Conservation and Protection, Wastewater Technology Centre, |cFebruary 1989.
300	|a1 online resource (vii, 122 pages) : |bcharts.
336	|atext|btxt|2rdacontent
337	|acomputer|bc|2rdamedia
338	|aonline resource|bcr|2rdacarrier
490	0 |aWTC-BIO ; |v01-1989
500	|aDigitized edition from print [produced by Environment and Climate Change Canada].
500	|aCover title.
504	|aIncludes bibliographical references [pages 88-93].
520	3 |a"A pilot scale anaerobic hybrid (HYBRID) reactor was operated to investigate the dynamic behaviour of the process. Step changes in feedrate and feed concentration and pseudo-random binary sequences (PRBS) of feedrate changes were implemented to generate dynamic responses. Instantaneous changes in organic loading rate during step testing ranged from 7 to 15 kg COD/m3.d. During PRBS experiments, the reactor hydraulic retention time (HRT) was changed between 2 and 0.8 days with a constant feed concentration. Steady state data was generated between dynamic experiments"--Abstract.
650	0|aSewage|xPurification|xBiological treatment.
650	6|aEaux usées|xÉpuration|xTraitement biologique.
710	1 |aCanada. |bConservation and Protection, |eissuing body.
710	2 |aWastewater Technology Centre (Canada), |eissuing body.
856	40|qPDF|s3.63 MB|uhttps://publications.gc.ca/collections/collection_2021/eccc/En36-537-01-89-eng.pdf