Method to provide an optimized organic load to a downstream-wastewater treatment process

1. A method for providing an optimized organic load to a downstream wastewater treatment process comprising the steps of:

providing a primary wastewater treatment plant comprising an organic harvester (OH) with an OH effluent output stream with temporal variation in organic content, a sludge filtrate outflow from said primary wastewater treatment plant, a valve controlled by a controller, and a sensor communicatively coupled to said controller, said sensor disposed downstream of a combined outflow line to measure an organic content of a combined outflow to said downstream wastewater treatment process;

sensing said organic content of said combined outflow to said downstream wastewater treatment process;

adjusting said valve controlled by said controller to maintain about a setpoint organic content concentration of said combined outflow to said downstream wastewater treatment process by supplementing said OH effluent output stream with organically rich matter from said sludge filtrate outflow.

2. The method of claim 1 , wherein said step of providing a sensor comprises providing an ultraviolet absorption spectrometer (UVAS) sensor.

3. The method of claim 1 , wherein said step of providing a sensor comprises providing a TSS or a COD sensor.

4. The method of claim 1 , wherein said step of providing a sensor further comprises providing a chemical sensor selected from the group consisting of nitrogen sensor, ammonia sensor, and phosphorous sensor.

5. The method of claim 1 , wherein said step of adjusting comprises adjusting said valve to maintain a steady organic matter concentration delivered to said downstream process.

6. The method of claim 1 , wherein said step of adjusting comprises adjusting said valve to deliver an optimized organic concentration to said downstream process in response to a measured chemical content of said OH effluent stream.

7. The method of claim 1 , wherein said step of sensing comprises sensing a chemical oxygen demand (COD) concentration of said combined outflow to said downstream wastewater treatment process.

8. The method of claim 1 , wherein said step of providing a valve comprises providing a proportional valve.

9. The method of claim 8 , wherein said step of adjusting said valve comprises proportionally adjusting said proportional valve over a continuous range from closed to open.

10. The method of claim 1 , wherein said step of providing an OH effluent output stream comprises providing an organically rich flow from an enhanced primary treatment EPT tank screen box (SBX).

11. The method of claim 1 , wherein said step of providing a controller comprises providing a supervisory control and data acquisition (SCADA) controller.

12. The method of claim 1 , wherein said step of providing a sludge filtrate outflow from said primary wastewater treatment plant comprises providing a RDT filtrate outflow from a rotary drum thickener (RDT).

13. The method of claim 1 , wherein said step of providing a sludge filtrate outflow from said primary wastewater treatment plant comprises providing an organically rich filtrate from a selected one of the group consisting of a gravity thickening apparatus, a gravity belt apparatus, and a centrifuge apparatus.

14. The method of claim 1 , wherein said downstream wastewater treatment process comprises an anaerobic digester.

15. The method of claim 1 , wherein said step of adjusting said valve comprises adjusting said valve to provide a substantially constant organic load selected from the group consisting of carbon content, digestible content, bio-degradable content, organic content, bio mass, and BOD load.

16. The method of claim 1 , wherein said step of adjusting said valve comprises adjusting said valve to compensate for a measured concentration type of the group consisting of nitrogen, ammonia, and phosphorous.

17. The method of claim 1 , wherein said step of adjusting said valve comprises adjusting said valve to provide a substantially constant organic load based on a solids measurement.

18. The method of claim 1 , wherein said step of providing comprises providing a controller running a predictive process algorithm which predictively adjusts said setpoint organic content concentration to address a cyclical natural human habit or a scheduled internal treatment process.

19. A method for providing a steady organic load to a downstream wastewater treatment process comprising the steps of:

providing a primary wastewater treatment plant comprising an organic harvester (OH) with an OH effluent output stream which varies in organic content over time, a mechanized device to position a screen box (SBX) at a height in a decanting tank where said OH effluent output stream is sourced from said SBX, and a sensor communicatively coupled to a controller, said sensor disposed in a combined outflow line to measure an organic content of a combined outflow to said downstream wastewater treatment process;

sensing said organic content of said combined outflow to said downstream wastewater treatment process;

adjusting said height of said SBX by said controller to maintain an organic content concentration of said OH effluent output stream at about a setpoint organic content concentration value.

20. The method of claim 19 , wherein said step of sensing said organic content comprises sensing a chemical oxygen demand (COD) concentration of said combined outflow to said downstream wastewater treatment process.