Forward osmosis to treat effluent of pulp and paper industry using urea draw-solute: energy consumption, water flux, and solute flux
Wastewater treatment via suitable routes is necessary to protect the environment and fill the
shortage of freshwater. An osmotic pressure-driven membrane separation process of
forward Osmosis (FO) has gained attention as an alternative water treatment process over
the conventional approaches. FO process needs a draw solution (DS). A commonly used
fertilizer such as urea in water can be used as a DS, and after the FO run, diluted DS may
use as fertilizer. Thus, it can simultaneously generate freshwater for agricultural purposes …
shortage of freshwater. An osmotic pressure-driven membrane separation process of
forward Osmosis (FO) has gained attention as an alternative water treatment process over
the conventional approaches. FO process needs a draw solution (DS). A commonly used
fertilizer such as urea in water can be used as a DS, and after the FO run, diluted DS may
use as fertilizer. Thus, it can simultaneously generate freshwater for agricultural purposes …
Abstract
Wastewater treatment via suitable routes is necessary to protect the environment and fill the shortage of freshwater. An osmotic pressure-driven membrane separation process of forward Osmosis (FO) has gained attention as an alternative water treatment process over the conventional approaches. FO process needs a draw solution (DS). A commonly used fertilizer such as urea in water can be used as a DS, and after the FO run, diluted DS may use as fertilizer. Thus, it can simultaneously generate freshwater for agricultural purposes from industrial wastewater. FO process using thin-film composite flat sheet membrane has been investigated for various lab-made solutions and pulp & paper industrial effluent as feed solutions (FSs) under varying DSs of 0.25, 0.5, 1, and 2 M urea solutions. Limited FO studies examined the long-term and repetitive runs using the same membrane to access the fouling, water, and solute flux behavior with real industrial wastewater as feed solutions (FS). The long-term experimental results prove the strong influences of DS concentration on specific energy consumption (SEC), fouling behavior, and water flux. Increasing the cross-flow rate from 0.33 to 1 L/min has a minor effect on water flux, but SEC increases significantly from 0.17 ± 0.01 kWh/m3 to 0.50 ± 0.03 kWh/m3. FO runs show that the overall water flux enhances due to higher osmotic pressure difference and lesser membrane fouling at higher DS concentration using pulp & paper industrial secondary effluent as FS. This study demonstrates that a low-energy FO process can recover water from industrial wastewater while simultaneously produces a diluted fertilizer for fertigation.
Elsevier
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