Includes abstract.Includes bibliographical references.To aid in finding the most cost effective methods for the design and operation of wastewater treatment plants, for minimization of energy consumption and cost while maximizing nutrient recovery and improving effluent quality, the purpose of this project is to develop three phase (aqueous-gas-solid) steady state and dynamic mathematical models for the anaerobic and aerobic digestion of sludge; including waste activated sludge (WAS) produced by biological excess phosphorus removal (BEPR) plants, within a plant-wide setting
From an experimental and theoretical investigation of the continuity of wastewater organic chemical ...
Mathematical models and simulation are becoming increasingly used tools in the optimization of waste...
This work in this thesis was conducted in partnership with the company ÁGUAS DO ALGARVE, and had as ...
Includes bibliographical references.The overall objective of whole wastewater treatment plant (WWTP)...
A. Background, Principle Objectives and Scope Until the mid-1990's model-based studies on wastewater...
From an experimental and theoretical investigation of the continuity of activated sludge organic (CO...
Summary in English.Bibliography: leaves 5.1-5.7.Biological nutrient removal activated sludge (BNRAS)...
From a theoretical investigation of the continuity of wastewater organic (COD) and N compounds along...
Mathematical modelling becomes more and more an integral part of the design, operation and performan...
Mathematical modelling becomes more and more an integral part of the design, operation and performan...
Wastewater treatment plant (WWTP) mathematical models are based on the behavioural patterns of micro...
Advanced wastewater treatment plants have complex biological kinetics, time variant influent rates a...
Advanced wastewater treatment plants have complex biological kinetics, time variant influent rates a...
In the field of wastewater treatment, there is an increasing demand to improve the effluent quality ...
Includes bibliography.Full scale implementation of biological excess phosphorus removal by means of ...
From an experimental and theoretical investigation of the continuity of wastewater organic chemical ...
Mathematical models and simulation are becoming increasingly used tools in the optimization of waste...
This work in this thesis was conducted in partnership with the company ÁGUAS DO ALGARVE, and had as ...
Includes bibliographical references.The overall objective of whole wastewater treatment plant (WWTP)...
A. Background, Principle Objectives and Scope Until the mid-1990's model-based studies on wastewater...
From an experimental and theoretical investigation of the continuity of activated sludge organic (CO...
Summary in English.Bibliography: leaves 5.1-5.7.Biological nutrient removal activated sludge (BNRAS)...
From a theoretical investigation of the continuity of wastewater organic (COD) and N compounds along...
Mathematical modelling becomes more and more an integral part of the design, operation and performan...
Mathematical modelling becomes more and more an integral part of the design, operation and performan...
Wastewater treatment plant (WWTP) mathematical models are based on the behavioural patterns of micro...
Advanced wastewater treatment plants have complex biological kinetics, time variant influent rates a...
Advanced wastewater treatment plants have complex biological kinetics, time variant influent rates a...
In the field of wastewater treatment, there is an increasing demand to improve the effluent quality ...
Includes bibliography.Full scale implementation of biological excess phosphorus removal by means of ...
From an experimental and theoretical investigation of the continuity of wastewater organic chemical ...
Mathematical models and simulation are becoming increasingly used tools in the optimization of waste...
This work in this thesis was conducted in partnership with the company ÁGUAS DO ALGARVE, and had as ...