Treatment system and method for treating liquid concrete washout waste
Solid and liquid concrete waste is collected from a construction site and safely off-loaded at a treatment site. Solid waste is separated and sent to a crusher to be made into road bed aggregate. Liquid waste is put in a first tank to settle the solids, then moved to a second tank to settle remaining fine solids, and moved to a third tank coupled to a circulation pump with CO 2 gas injection to lower the pH. The liquid in the third tank is then filtered before discharging for recycle, irrigation or dust control. A precipitate agent is preferable added to the liquid in the third tank to remove heavy metals and the precipitate is periodically backwashed from the filter into the first tank. The sludge created in the settling and filtering process is periodically dewatered in the first tank and mixed with the solid concrete waste sent to the crusher.
1. A method of treating liquid concrete washout waste having suspended particles, comprising:
providing a first tank, a second tank, a CO 2 injector and a filter;
placing liquid concrete washout waste in said first tank;
settling suspended particles in said liquid concrete waste to form a sludge;
separating liquid from said sludge in said first tank;
transferring separated liquid from said first tank to said second tank;
reducing the pH of said separated liquid in said second tank by injecting CO 2 into said liquid;
settling said separated liquid in said second tank to form a second sludge;
separating liquid from said second sludge in said second tank;
transferring said liquid from said second tank through said filter wherein said filter separates suspended particles from said liquid; and
discharging filtered liquid.
2. A method as recited in claim 1 , further comprising:
adding sodium dimethyldithiocarbamate to said liquid in said second tank to form a precipitate; and
removing said precipitate with said filter.
3. A method as recited in claim 1 , further comprising:
removing said sludge from said first tank;
crushing said sludge into an aggregate road base.
4. A method as recited in claim 1 , further comprising:
forming precipitated particles in said second tank; and
transferring said precipitated particles from said second tank to said first tank.
5. A method as recited in claim 1 , further comprising:
forming a filter cake on said filter; and
transferring said filter cake from said filter to said first tank.
6. A method of treating liquid concrete washout waste having suspended particles, comprising:
providing a first tank, a second tank, a third tank, a CO 2 injector, and a filter;
placing liquid concrete washout waste in said first tank;
settling suspended particles in said liquid concrete washout waste to form a first sludge;
separating liquid from said first sludge in said first tank;
transferring said separated liquid from said first tank to said second tank;
settling said separated liquid in said second tank to form a second sludge;
separating liquid from said second sludge in said second tank;
transferring said separated liquid from said second tank to said third tank;
reducing the pH of said separated liquid in said third tank by injecting CO 2 into said liquid;
transferring said liquid from said third tank through said filter wherein said filter separates suspended particles from said liquid; and
discharging filtered liquid.
7. A method as recited in claim 6 , further comprising:
adding sodium dimethyldithiocarbamate to said liquid in said third tank to form a third sludge; and
transferring said third sludge to said first tank.
8. A method as recited in claim 6 , further comprising:
dewatering said first sludge in said first tank;
transferring said first sludge from said first tank to a crusher; and
crushing said first sludge into an aggregate road base.
9. A method as recited in claim 8 , further comprising:
forming precipitated particles in said third tank; and
transferring said precipitated particles from said third tank to said first tank.
10. A method as recited in claim 6 , further comprising:
forming a filter cake on said filter; and
transferring said filter cake from said filter to said first tank.