Versatile pre-thickened aerobic digester system
An aerobic digester system in a wastewater treatment plant is made more versatile for different conditions by addition of an equalizer basin or in some embodiments, a bypass pipe. If infeed is received from a sequential batch reactor or from a concentrated septage, for example, the equalizer basin can contain one batch, and then deliver the batch out incrementally to a gravity thickener basin. The equalizer basin also enables the gravity thickener of the system to be removed from service when needed, providing increased flexibility for the system. Importantly, the equalizer or bypass enables versatile modes of operation so that a plant designed for a larger, later flow can operate at an initially low flow or at several levels of flow before reaching the largest design flow. This applies to other conditions of variable flow as well such as seasonal.
1. A method of operating an aerobic digester sewage treatment system having two aerobic digesters and a gravity thickener basin, in varying conditions of influent flow into the system, comprising:
providing the system with an influent bypass capable selectively of delivering influent either to the gravity thickener basin or to one of the aerobic digesters, bypassing the gravity thickener basin,
operating the system in different modes as follows: (a) at a lower influent flow by delivering influent via said influent bypass to a first of the digesters, where aerobic digestion occurs, and then to a second of the digesters in a series relationship of the digesters, and then from the second digester into the gravity thickener basin, where the aerobically digested sludge is thickened and supernatant liquid is removed; or (b) at a higher level of flow as a pre-thickened aerobic digestion system with gravity thickening and denitrification in the gravity thickener, influent sludge being delivered to the gravity thickener where thickening occurs, and then to an in-loop digester with the other digester isolated, and with recycling from the in-loop digester back to the gravity thickener basin until a desired solids content is reached in the in-loop digester.
2. The method of claim 1 , wherein the influent bypass includes an equalization basin positioned to receive influent prior to the digesters or the gravity thickener basin, the equalization basin being capable selectively of delivery influent either to the gravity thickener basin or to one of the digesters.
3. The method of claim 1 , wherein the system includes a premix basin connected directly to the gravity thickener basin, with all flow to the gravity thickener basin being first received in the premix basin.
4. The method of claim 3 , wherein the step in (a) of delivering sludge from the second digester to the gravity thickener basin comprises lowering a weir gate between the digester and the pre-mix basin.