System and method for oxidation of ammonia
The present disclosure relates generally to oxidation of ammonia using electrochemistry. Methods and systems may include at least one sensor to measure the concentration of ammonia in the effluent and/or the concentration of chlorine gas in the effluent. Methods and systems may also include at least one controller in communication with the sensor and/or the anode to reduce the current density of the anode generating the chlorine, and/or to change the flow rate of the ammonia containing water entering the reactor.
1. A method for continuously treating a wastewater that includes ammonia, the method comprising:
accepting the wastewater into an electrochemical cell at a variable flow rate;
generating chlorine from chloride present in the wastewater using an anode of the electrochemical cell;
generating a treated effluent by allowing the generated chlorine to form hypochlorous acid, and permitting the hypochlorous acid to oxidize the ammonia;
measuring the concentration of ammonia in the effluent;
measuring the concentration of chlorine in the effluent;
controlling, based on at least one of the measured ammonia and chlorine concentrations:
the current density of the anode of the electrochemical cell; or
the flow rate of the wastewater accepted by the electrochemical cell; or
both the current density of the anode of the electrochemical cell and the flow rate of the wastewater accepted by the electrochemical cell;
wherein controlling the current density of the anode of the electrochemical cell, comprises:
a1) increasing the current density applied to the anode by an amount when the ammonia concentration in the effluent exceeds 0.5 ppm and the current density is less than 12 mA/cm 2 ;
a2) decreasing the current density applied to the anode by an amount when the ammonia concentration in the effluent is less than 0.5 ppm and the concentration of chlorine is from 0.8-2 ppm; or
a3) decreasing the current density applied to the anode by an amount greater than the decrease in current density when the ammonia concentration in the effluent is less than 0.5 ppm and the concentration of chlorine is from 0.8-2 ppm, the greater decrease being when the ammonia concentration in the effluent is less than 0.5 ppm and the concentration of chlorine is from 2-10 ppm;
and wherein controlling the flow rate of the wastewater comprises:
b1) reducing the flow rate of the wastewater accepted into the electrochemical cell when the ammonia concentration in the effluent exceeds 0.5 ppm and the current density is 12 mA/cm 2 or greater; or
b2) increasing the flow rate of the wastewater accepted into the electrochemical cell when the flow rate is less than an initial flow rate and when the ammonia concentration in the effluent is less than 0.5 ppm and the concentration of chlorine is from 0.8-2 ppm.
2. The method according to claim 1 , further comprising:
measuring the concentration of ammonia in the wastewater being accepted into the electrochemical cell; and
controlling the current density of the anode of the electrochemical cell based on the concentration of ammonia measured in the wastewater being accepted into the electrochemical cell.
3. The method according to claim 1 , further comprising adding chloride ions to the wastewater before the wastewater is accepted into the electrochemical cell.
4. The method according to claim 1 , wherein increasing or decreasing the current density comprises increasing or decreasing the current density by about 0.5 mA/cm 2 .
5. The method according to claim 4 , wherein decreasing the current density applied to the anode by an amount greater than the decrease in current density when the ammonia concentration in the effluent is less than 0.5 ppm and the concentration of chlorine is from 0.8-2 ppm comprises decreasing the current density by about 4 mA/cm 2 .
6. The method according to claim 1 , wherein reducing or increasing the flow rate of the wastewater accepted into the electrochemical cell comprises reducing or increasing the flow rate by about 1.5%.
7. The method according to claim 1 , wherein the method comprises repeating the measuring and controlling steps.
8. The method according to claim 7 , wherein the method comprises allowing a period of time to pass between:
(a) changing the current density of the anode of the electrochemical cell and/or the flow rate of the wastewater accepted by the electrochemical cell, and
(b) a subsequent measuring of the concentration of ammonia and/or chlorine in the effluent.