Municipal Mixing with Reciprocating Motion Disk

Abstract

A reciprocating motion disk for mixing wastewater in a tank of a treatment plan is optimized for geometry, along with cycling speed and stroke length, to cause effective mixing velocity throughout the tank.

We claim: 
     
         1 . In a wastewater treatment tank, a reciprocating mixer disk for mixing liquids or slurries by cyclical up and down motion of the mixer disk within the tank, comprising:
 a polygonal or essentially circular solid ring with an outer diameter and an inner diameter, the inner diameter of the ring defining a central essentially open area A open , the solid ring having a closed area A closed ,   essentially radial struts supporting the solid ring, extending from the solid ring inwardly to a central hub, the solid ring having a width from the outer diameter to the inner diameter,   the disk in service reciprocating at a cycle rate of C cycles per minute, at a stroke length S in inches,   and the product of C×S×(A open +A closed )/A open  being in the range of about  1530  to  8750 .   
     
     
         2 . The wastewater treatment tank apparatus of  claim 1 , wherein said product is in the range of about 2000 to about 5000. 
     
     
         3 . The wastewater treatment tank apparatus of  claim 1 , wherein said product is in the range of about 2400 to about 3750. 
     
     
         4 . The wastewater treatment tank apparatus of  claim 1 , wherein said outer diameter and said inner diameter of the solid ring define a ratio in a range of about 2.0 to 2.5. 
     
     
         5 . The wastewater treatment tank of  claim 4 , wherein said outer diameter and said inner diameter of the closed ring define a ratio in a range of about 2.2 to 2.3. 
     
     
         6 . The wastewater treatment tank of  claim 1 , wherein the disk is operated in reciprocating vertical motion at a peak disk speed in the range of about 3 to 5 feet per second. 
     
     
         7 . The wastewater treatment tank of  claim 1 , wherein a factor A f  is in a range of 0.25 to 0.75, where A f =A open /A x , and A x  is the area of liquid displaced inwardly to the open area as the disk is advanced. 
     
     
         8 . The wastewater treatment tank of  claim 7 , wherein the factor A f  is in a range of 0.35 to 0.65. 
     
     
         9 . The wastewater treatment tank of  claim 7 , wherein the factor A f  is about 0.5. 
     
     
         10 . The wastewater treatment tank of  claim 1 , wherein the disk is operated in reciprocating vertical motion at a peak disk speed in the range of about 2 to 6 feet per second.