Titlebook: Chemical Water and Wastewater Treatment V; Proceedings of the 8 Hermann H. Hahn,Erhard Hoffmann,Hallvard Ødegaard Conference proceedings 19

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Projektmanagement in der Automobilindustrieosit densities and attachment constants, and results obtained for turbidity and TSS removal efficiencies, it was shown that filtration without any treatment caused weak deposits. 10–20 mg/l alum doses, at natural pH values of the effluents used (7.3–8.5), produced deposits of relatively low attachme

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Application of Polysilicato-Iron Coagulant to Coagulation of Algae and Municipal Wastewaterth a PSI dosage of 5 mgFe/l and a pH of 6.5, and a hydraulic detention time of 90 min in the JMS, the average JMS effluent turbidity and total phosphorus concentration were 27 Turbidity Unit (TU) and 0.6mg/l, respectively.

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Flocculation Modelling of Primary Sewage Effluentporates recent developments in flocculation modelling, including fractal dimensions, hydrodynamic forces and breakage phenomena. Although the equations in the model are complex their solutions display surprising simplicity. In particular, the model predicts linear growth in the mean particle size du

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Density and Strength of Deposits Formed During In-line Flocculation Filtration of Secondary Effluentosit densities and attachment constants, and results obtained for turbidity and TSS removal efficiencies, it was shown that filtration without any treatment caused weak deposits. 10–20 mg/l alum doses, at natural pH values of the effluents used (7.3–8.5), produced deposits of relatively low attachme

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