Wastewater concentrator system
Disclosed is a system for reducing the demand of wastewater volume flowing through a wastewater collection piping system and thereby increasing the effective capacity of the system. A portion of the wastewater is diverted from a sewer main. The solids are separated from the liquid, for example, by a vortex separator. The recovered liquid can be treated and made available for local reuse. The concentrated solids are reintroduced into the main sewage line in a portion that adjusts the wastewater loading in the sewer main to a predetermined amount or predetermined range. Also disclosed is a system capable of reintroducing the concentrated solids into the sewer main in a portion that adjusts the solids loading in the sewer main to a predetermined amount or predetermined range.
1. A system for adjusting wastewater loading in a sewer main thereby increasing the effective system capacity of the sewer main, comprising:
piping for diverting a portion of wastewater from the sewer main;
means for determining the wastewater loading in the sewer main;
means for separating concentrated solids and liquid from the wastewater;
means for treating the separated liquid for reuse;
means for reintroducing the concentrated solids back into the sewer main; and
means for dynamically adjusting a rate of diversion of wastewater from the sewer main and a rate of reintroducing the concentrated solids back to the sewer main in response to the sensing the wastewater loading in the sewer main and in a proportion that adjusts the wastewater loading of the sewer main to a preset range.
2. A system of claim 1 , wherein the means for separating the concentrated solids and the separated liquid from wastewater includes a vortex separator that includes an impeller mechanism with a hollow core and a decreasing axial pitch in the direction of fluid flow.
3. A system of claim 1 , further including:
means for determining solids loading on the sewer main; and
means for adjusting the wastewater loading so that dynamically adjusting a rate of diversion of wastewater from the sewer main and a rate of reintroducing the concentrated solids back to the sewer main does not cause the sewer main to exceed a maximum solids loading.
4. A system of claim 1 , further including:
means for determining the wastewater loading in the sewer main at a point in the sewer main after the means for reintroducing the concentrated solids back into the sewer main; and
means for adjusting a rate of reintroducing the concentrated solids back into the sewer main based in part by means for determining the wastewater loading in the sewer main at a location in the sewer main after the means for reintroducing the concentrated solids back into the sewer main.
5. A system for adjusting wastewater loading in a sewer main, comprising:
a vortex separator that includes an impeller mechanism with a hollow core and a decreasing axial pitch in the direction of fluid flow;
the vortex separator including an inlet for receiving a portion of wastewater diverted from the sewer main, a first outlet for separated liquid, and a second outlet for concentrated solids, the second outlet operationally connected to the sewer main;
means for sensing the wastewater loading in the sewer main; and
a control system for dynamically controlling a rate of flow of the wastewater diverted from the sewer main and for adjusting a rate of reintroducing the concentrated solids back into the sewer main in response to the sensing the wastewater loading in the sewer main and in a proportion that adjusts the wastewater loading of the sewer main to stay within a preset range.
6. A system of claim 5 , wherein:
means for sensing the wastewater loading in the sewer main includes a flow transmitter on the sewer main.
7. A system of claim 6 , further configured to adjust solids loading of the sewer main, wherein:
the control system includes a solids analyzer for sensing solids loading on the sewer main; and
the control system is further configured for dynamically controlling a rate of flow of the wastewater diverted from the sewer main and for adjusting a rate of reintroducing the concentrated solids back into the sewer main in response to the sensing the solids loading in the sewer main and in a proportion that does not cause the solids loading of the sewer main not to exceed a preset quantity.
8. A system of claim 5 , further including a membrane filtration unit for receiving the separated liquid.
9. A system of claim 8 , wherein:
the membrane filtration unit has a first outlet for a product stream and a second outlet for concentrate stream; and
the second outlet is operationally connected to the outlet for the concentrated solids.