Wastewater Treatment Using Natural Solid Additives in Activated Sludge Process
A wastewater treatment and activated sludge technology, applied in water/sludge/sewage treatment, biological sludge treatment, biological water/sewage treatment, etc., can solve the problems of low absorption capacity and achieve low-cost effects
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Embodiment 1
[0080] Example 1: Cultivation of sludge with additives: culture vessel
[0081] Figure 5 A culture vessel with a volume of 20 liters is shown. An inlet and an outlet for the mixed liquor are added in the upper part of the vessel. An outlet for high density sludge (HDS) for cultivation is added near the bottom of the vessel. A dispenser with a height of two-thirds to three-quarters of the height of the container is located vertically in the center of the container, wherein said dispenser is not fully submerged in water. The distributor ensures that the inlet and outlet for the mixed liquor are not in the same compartment so that the mixed liquor lasts a long residence time in the container before flowing out through the outlet. An air diffuser is installed at the bottom of the container, which is connected with a blower.
Embodiment 2
[0082] Example 2: Cultivation of High Density Sludge with Additives: Cultivation Process
[0083] The culture vessel described in Example 1 was filled with mixed liquor from an activated sludge (AS) tank of a wastewater treatment plant for inoculation. The settled sludge volume was measured to be 300-400ml / L. 1 kg of the additive was added to the container after wetting it with water. The vessel was vented to maintain dissolved oxygen (DO) levels at 3 mg / L. After one week, repeat the following steps every 6 hours:
[0084] 1) Stop ventilation and close the mixture inlet;
[0085] 2) After 30 minutes, replace the 12L upper mixed solution and close the inlet;
[0086] 3) Start ventilation.
Embodiment 3
[0087] Example 3: Cultivation of sludge with additives: HDS for activated sludge process
[0088] When necessary, the HDS produced in Example 2 was taken out from the HDS outlet described in Example 1 30 minutes after the aeration was stopped. A certain amount of HDS was added to the AS pool so that the concentration of the additive ranged from 2 to 10 g / L. Several laboratory-scale AS pools were used simultaneously, and the operating parameters of the common AS method were maintained.
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