RESUMO
The extension of the Nijmegen wastewater treatment plant for full nitrogen and phosphorus removal is enormously reduced by introducing an innovative energy interaction with an incineration plant. A reduction of the investment costs of 30-40% has been reached. Heating up a part of the primary sedimentation overflow leads to a constant process temperature of 20-25 degrees C and an advanced biological phosphorus and COD removal.
Assuntos
Incineração/economia , Incineração/métodos , Fósforo/isolamento & purificação , Purificação da Água/economia , Purificação da Água/métodos , Incineração/instrumentação , Nitrogênio/isolamento & purificação , Temperatura , Purificação da Água/instrumentaçãoRESUMO
At present there is still no final theory explaining the bulking of activated sludge. Previous investigations showed that the sludge settling properties become better and more stable when more plug flow conditions are implemented in wastewater treatment plants for biological nutrient removal. In this research the effect of the process configuration (4 wwtp with fully biological nutrient removal) on the sludge settling properties has been investigated. The results show that a separate anoxic reactor can not avoid the presence of LCFA for the growth of M. parvicella in the anaerobic reactor. A SVI < 120 ml/g could be achieved by: of a separate anoxic reactor with plug flow conditions, introducing of a strictly anaerobic reactor (UCT-modification), implementation of an extra anoxic/aerobic reactor, maintaining a high oxygen concentration (> 1.5 mg/l) and creating a low ammonium concentration (< 1 mg/l) in the aerobic reactor.
Assuntos
Actinobacteria/fisiologia , Reatores Biológicos , Esgotos/química , Eliminação de Resíduos Líquidos , Nitrogênio/metabolismo , Oxigênio , Dinâmica PopulacionalRESUMO
Use of dynamic simulation models has become standard practice in The Netherlands. Since the introduction around 5 years ago more then 100 full scale wastewater treatment plants have been modelled. Initially very different approaches have been used varying in calibration approach, amount of sampling and time investment. Based on the accumulated practical experiences the Dutch Foundation of Applied Water Research STOWA has stimulated the development of a protocol to aid in the set-up and calibration of models for full scale wastewater treatment plants. Herein the aim was to develop a protocol, which in practice was easy to use, minimising time and costs effort, but give a reliable and useable method. In this paper this protocol is briefly described.