Wastewater treatment system and method
Disclosed is a system and method for treating municipal and sanitary wastewater that uses only mechanical devices and processes, which eliminates biological processes and settling tanks. The system includes a three-output Richter-type separator that separates wastewater into three fluid streams according to the specific gravity of the solids within the fluid streams. The lighter-than-water and heavier-than-water solids streams are combined and the resultant sludge is mechanically dewatered without intermediary biological-process systems or sedimentation. The partially-clarified water component can be directly filtered by a membrane filter and optionally optically or chemically disinfected for reuse or disposal. The system advantageously simplifies municipal and sanitary wastewater treatment eliminating traditional primary and secondary treatment stages, and significantly reducing the system's operational footprint. The system and method can be scaled to very large municipal systems.
1. A system for treating sanitary and municipal wastewater, comprising:
a three-output Richter-type separator including an input port that receives municipal wastewater without a biological pre-treatment stage and without a sedimentation pre-treatment stage, a first output discharging a lighter-than-water solids stream, a second output discharging a heavier-than-water solids stream, and a third output discharging a partially clarified water stream;
a mechanical sludge-dewatering device; and
the lighter-than-water solids stream and the heavier-than-water solids stream, in combination, feed the mechanical sludge-dewatering device without any intermediary biological-process systems and without sedimentation devices.
2. The system of claim 1 , further comprising:
a membrane filter; and
the partially clarified water stream feeds the membrane filter without any intermediary biological-processes systems and without sedimentation devices.
3. A method for treating sanitary and municipal wastewater, comprising:
receiving a municipal wastewater stream into a three-output Richter-type separator without pretreating the municipal wastewater by biological-processes and without pretreating the municipal wastewater by sedimentation;
combining a lighter-than water solids stream and a heavier-than-water solids stream from corresponding first and second outlet ports of the three-output Richter-type separator, creating a combined stream; and
sludge-dewatering the combined stream using a mechanical sludge-dewatering device without intermediary biological processes and without sedimentation.
4. The method of claim 3 , further comprising:
processing a partially-clarified water stream discharged from the three-output Richter-type separator through a membrane filter without any intermediary biological-processes and without sedimentation.
5. The method of claim 3 , further comprising:
determining a solids concentration of the combined stream;
retrieve a solids concentration pre-determined range; and
dynamically change an input flow rate to the three-output Richter-type separator based on comparing the solids concentration of the combined stream and the solids concentration pre-determined range.
6. The method of claim 3 , further comprising:
determining a solids concentration of the combined stream;
retrieve a solids concentration pre-determined range; and
dynamically change a flow rate of a partially-clarified water stream discharged from the three-output Richter-type separator, based on comparing the solids concentration of the streamed combined stream and the solids concentration pre-determined range.
7. The system of claim 1 , further comprising:
the three-output Richter-type separator is a first three-output Richter-type separator and a second three-output Richter-type separator;
the input port is a first three-output Richter-type separator input port;
the first output is a second three-output Richter-type separator first output;
the second output is a second three-output Richer-type separator second output; and
a first three-output Richter-type separator lighter-than-water solids stream and a first three-output Richter-type separator heavier-than-water solids stream, in combination, feed a second three-output Richter-type separator input port.
8. The system of claim 1 , further comprising:
a controller configured to dynamically adjust a rate of municipal wastewater flowing into the three-output Richter-type separator in order to adjust solids concentration of the lighter-than-water solids stream and the heavier-than-water solids stream, in combination into a preset range.
9. The system of claim 1 , further comprising:
a controller configured to dynamically adjust a rate of flow of the partially-clarified water stream discharged out of the three-output Richter-type separator in order to adjust solids concentration of the lighter-than-water solids stream and the heavier-than-water solids stream, in combination into a preset range.