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| 02027cam 2200349zi 4500 |
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| 001 | 9.896825 |
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| 003 | CaOODSP |
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| 005 | 20221107174427 |
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| 006 | m o d f |
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| 007 | cr |n||||||||| |
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| 008 | 210224e198902##oncd ob f00| 0 eng d |
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| 040 | |aCaOODSP|beng|erda|cCaOODSP |
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| 043 | |an-cn--- |
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| 086 | 1 |aEn36-537/01-89E-PDF |
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| 100 | 1 |aJones, R. M., |eauthor. |
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| 245 | 10|aDynamic modelling of a high rate anaerobic wastewater treatment process : |ba progress report / |cR.M. Jones. |
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| 264 | 1|aBurlington, Ontario : |bEnvironment Canada, Conservation and Protection, Wastewater Technology Centre, |cFebruary 1989. |
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| 300 | |a1 online resource (vii, 122 pages) : |bcharts. |
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| 336 | |atext|btxt|2rdacontent |
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| 337 | |acomputer|bc|2rdamedia |
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| 338 | |aonline resource|bcr|2rdacarrier |
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| 490 | 0 |aWTC-BIO ; |v01-1989 |
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| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
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| 500 | |aCover title. |
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| 504 | |aIncludes bibliographical references [pages 88-93]. |
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| 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. |
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| 650 | 0|aSewage|xPurification|xBiological treatment. |
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| 650 | 6|aEaux usées|xÉpuration|xTraitement biologique. |
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| 710 | 1 |aCanada. |bConservation and Protection, |eissuing body. |
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| 710 | 2 |aWastewater Technology Centre (Canada), |eissuing body. |
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| 856 | 40|qPDF|s3.63 MB|uhttps://publications.gc.ca/collections/collection_2021/eccc/En36-537-01-89-eng.pdf |
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