Effluent Water Treatment Plants
SPECTEC offers a wide range of new generation Effluent Water Treatment Plants which are having various industrial applications. Process Description & Unit operations.
The proposed effluent scheme is based on Dissolved Air Floatation Technique followed by the conventional activated sludge process and pressure sand filtration and activated carbon filtration to achieve the final parameters.
- Primary Floatation.
- Fat Recovery.
- Chemical Conditioning.
- Removal of Chemical Sludge.
- Biological Oxidation by Activated Sludge Process.
- Bio-Clarification / Sludge Recycle.
- Up Flow Pressure Sand Filtration.
- Activated Carbon Filtration.
- Reuse Options.
Parameters after final treatment.
Cod:< 2 0 0 P P M
Bod:< 3 0 P P M
Tss:< 5 0 P P M
Fog:< 5 PPM
Bio:assay90 % survival in 96 hours on fish.
The segregated effluent streams from the process plant will join the equalization tank, with adequate retention time. The effluents will be received in the equalization tank to check and stabilize the variations in the PH and other impurities. By this step differences in the temp. rate of flow of various streams balances out and acquire homogeneity so as to facilitate optimum treatment conditions. The homogeneous effluent from the equalization tank will be pumped at the required rate into the primary floatation tank and predetermined quantity of acid will be dosed to spilt the free floating as well as the emulsified oils and fats and other colloidal impurities. At this PH (3-4) most of the soluble and insoluble fats and oils are separated and could be separated quickly by injecting the dispersion water made by the dissolved air floatation technique. Air is dissolved in water under pressure and is injected in the floatation tank, wherein because of the difference in pressure, air comes out in water as of millions of minute air bubbles. This minute air bubbles get attached to the suspended and colloidal impurities and float them to the surface of the floatation tank. These floated oils and greases could be removed with the help of mechanical scraper provided and could be used for making acid oil. Or crude soap hence a valuable by-product.
The coagulated effluents from the flocculator will be piped down in the primary settling tank. The chemical sludge settles at the bottom of the tank by gravity. The chemical sludge produced is removed periodically and is de-watered with the help sludge drying beds and treated water is taken further treatment.Also provision shall be made to recycle the effluent into the equalization tank and reprocessed till it produces the required characteristics before disposal. About 70 - 80% reduction in BOD, COD, suspended solids and fats and oils are envisaged by these steps. Since primary treatment alone is not sufficient to meet the required standards a secondary system is incorporated. Since the biological load is high single stage activated sludge process is incorporated. The primary treated water is treated further by the activated sludge process to bring down the parameters with in the prescribed limits.
The effluents after the aeration enters in the secondary settling tank and the biological sludge is allowed to settle down. The sludge is drawn off and re circulated back to the aeration tank to maintain the biological population in the aeration tank whereas excess sludge is wasted through the sludge drying beds. Treated water flows in to a holding tank and is filtered in an up flow pressure sand filter to trap further suspended solids and other impurities and the filtrated water is passed through an activated carbon filter to absorb the traces of the organic impurities to prevent the smell and colors. The final treated water shall be sparkling white in color with no smell and could be taken back for indirect cooling and general washing, agricultural and gardening process.