The Effect Of Sludge Age On Biokinetic Coefficients

Wadhawan, Tanush; Khan, Eakalak; Clippeleir, Haydée De; Al‐Omari, Ahmed; Wett, Bernhard; Takács, Imre; Jiménez, José; Murthy, Sudhir

doi:10.2175/193864714815940514

Cited by 2 publications

(1 citation statement)

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“…Based on the modeling of laboratory scale results, Wadhawan et al (2014) found that the short-SRT A-stage systems have higher biokinetic parameter (µmax of 5 day -1 and Ks of 45 mgSs/L) compared to the default parameters used in activated sludge models, implying that rapidly growing "r-strategists" dominate short SRT systems. Nogaj et al (2014) used A-stage high-rate activated sludge (HRAS) modeling to conclude that a suitable for a downstream B-stage COD:N ratio could be maintained at an SRT at or below 0.25 days.…”

Section: Modelingmentioning

confidence: 99%

Modeling, Instrumentation, Automation, and Optimization of Water Resource Recovery Facilities

Sweeney¹,

Kabouris²

2015

Water Environment Research

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A review of the literature published in 2014 on topics relating to water resource recovery facilities (WRRF) in the areas of modeling, instrumentation, automation and optimization of wastewater treatment is presented. Note that WEF has adopted 'WRRF' replacing such previous terms as publicly owned treatment works, wastewater treatment plant (WWTP), and other terms and officially instituted this change in its publications beginning in 2012. It is anticipated the replaced terms will remain in use by other publications and authors for some time. This review will strive to maintain consistency with this change but also avoid confusion where possible.

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Section: Modelingmentioning

confidence: 99%