A mobile‐organic biofilm process for wastewater treatment. (17th September 2022)

• Record Type: Journal Article
• Authors: Boltz, Joshua P.; Daigger, Glen T.
• Is Part Of: Water environment research. Volume 94:Number 9(2022)
• Page Start: n/a
• Page End: n/a
• Publication Date: 2022-09-17
• Subjects: hybrid bioreactor -- intensification -- mobile biofilm -- model -- wastewater treatment; Water quality management -- Periodicals; Water -- Purification -- Periodicals; Water -- Pollution -- Periodicals; Water -- Pollution; Water -- Purification; Water quality management; Sewage; Water Pollution; Periodicals; Electronic journals; Periodicals; 628.16
• DOI: 10.1002/wer.10792
• Languages: English
• ISSNs: 1061-4303

Abstract

Abstract: The mobile‐organic biofilm (MOB) process includes mobile biofilms and their retention screens with a bioreactor and liquid and solid separation. The MOB process is inexpensive and easy to integrate with wastewater treatment (WWT) processes, and it provides for high‐rate WWT in biofilm or hybrid bioreactors. This paper describes three modes of MOB process operation. The first mode of operation, Mode I, has a mobile‐biofilm reactor and a mobile‐biofilm retention screen that is downstream of and external to a bioreactor and upstream of liquid and solid separation. Modes II and III have a hybrid (i.e., mobile biofilms and accumulated suspended biomass) bioreactor and liquid and solid separation. Mode II includes a mobile‐biofilm retention screen that is downstream of and external to a hybrid bioreactor and upstream of liquid and solid separation. Mode III includes mobile‐biofilm retention screening that is external to a hybrid bioreactor and liquid and solid separation, receives waste solids, and relies on environmental conditions and wastewater characteristics that are favorable for aerobic‐granular sludge formation. This paper presents a mechanistic approach to design and evaluate MOB processes and describes MOB process: (1) modes of operation, (2) design and analysis methodology, (3) process and mechanical design criteria, (4) mathematical modeling, (5) design equations, and (6) mobile‐biofilm settling characteristics and return. A mathematical model was applied to describe a fixed bioreactor volume and secondary‐clarifier area with Modes I, II, and III. The mathematical modeling identified key differences between MOB process modes of operation, which are described in this paper. Practitioner Points: MOB is a municipal and industrial wastewater treatment (WWT) process that reduces bioreactor and liquid and solids separation process volumes. It may operate with a mobile‐biofilm reactor or a hybrid (mobile biofilms and suspended biomass) bioreactor. This paper provides a mechanistic basis for the selection and design of a MOB process mode of operation, and it describes MOB process modes of operation, design criteria, design equations, mathematical modeling, and mobile‐biofilm settling characteristics. MOB integrated WWT plants exist at full scale and reliably meet their treatment objectives. The MOB process is an emerging environmental biotechnology for cost‐effective WWT. Abstract : The mobile‐organic biofilm (MOB) process includes mobile biofilms and retention screens with a bioreactor and liquid and solid separation. This paper describes MOB process modes of operation, design and analysis methods, design criteria, mathematical modeling, design equations, and mobile‐biofilm settling characteristics.