While designing the demineralisation plant what is considered as the strong basic anion load?

What is the temperature required to remove occluded water?

Which of the following is not correct regarding Ozonation?

For which type of pollutant contained in water the macro porous type of weak basic acid is used?

What is the SDI assumed for nanofiltration?

What is the drum speed considered while designing a disc filter at 150 mm head loss?

What is the MFI in s/L2 assumed for reverse osmosis spiral wound?

What is the quality of Turbidity obtained in the effluent by an activated carbon filter?