Abstract: A wastewater treatment system for treating a wastewater stream from industrial and municipal sources uses a control system to sequence and supervise the treatment steps in a batch flow mode of operation or a continuous flow mode of operation. In operation, the wastewater treatment system predominantly operates in the batch flow mode. However, the wastewater treatment system operates in a continuous flow mode when the influent wastewater stream exceeds the system's nominal design flow transition point. The control system receives an input signal, relating to the influent flow rate, and switches one or more reactors of the wastewater treatment system from the batch flow mode to a continuous flow mode according to a control algorithm.

Abstract: A piping and flow control system for a wastewater reactor having a reaction vessel includes an influent distribution and sludge withdrawal conduit located near the bottom of the reactor, an aeration device located within the reactor, a treated effluent decanting system and an automatic control mechanism including a liquid level sensor. The influent distribution and sludge withdrawal conduit along with the aeration device are selectively flow connected with a pumping mechanism by a piping manifold which is also selectively connected to a source for influent wastewater to be treated by the reactor and sludge disposal. The pumping mechanism is located in a pump column within the vessel.

Abstract: A piping and flow control system for a wastewater reactor having a reaction vessel includes an influent distribution and sludge withdrawl conduit located near the bottom of the reactor, and aeration device located within the reactor, a treated effluent decanting system and an automatic control mechanism including a liquid level sensor. The influent distribution and sludge withdrawl conduit along with the aeration device are selectively flow connected with a pumping mechanism by a piping manifold which is also selectively connected to a source for influent wastewater to be treated by the reactor and sludge disposal.

Abstract: A decanting apparatus for a wastewater treatment reactor includes a clarified fluid receiver having fluid receiving ports therein, support structure for maintaining the fluid receiver at a desired level within the reactor and flap means selectively biased to occlude the ports of the receiver during mixing cycles so as to prevent entry of sludge into the receiver and to selectively allow entry of clarified fluid through the ports when the sludge is settled. When the valve is closed, biasing means urges the flap to reseal the ports of the receivers so that sludge does not enter the receiver during sludge mixing cycles within the reactor. The receiver support structure includes an articulated and flexible joint to connect the receiver to the wall of the reactor, yet allow the receiver to maintain a desired level relative to fluid in the reactor and further maintain the receiver at a desired depth beneath the surface of the liquid level within the reactor to prevent floating debris from entering the receiver.

Abstract: A decanting apparatus for a wastewater treatment reactor includes a clarified fluid receiver having fluid receiving ports therein, support structure for maintaining the fluid receiver at a desired level within the reactor and flap means selectively biased to occlude the ports of the receiver during mixing cycles so as to prevent entry of sludge into the receiver and to selectively allow entry of clarified fluid through the ports when the sludge is settled. When the valve is closed, the biasing means urges the flap to reseal the ports of the receivers so that sludge does not enter the receiver during sludge mixing cycles within the reactor. The receiver support structure includes an articulated and flexible joint to connect the receiver to the wall of the reactor, yet allow the receiver to maintain a desired level relative to fluid in the reactor and further maintain the receiver at a desired depth beneath the surface of the liquid level within the reactor to prevent floating debris from entering the receiver.

Abstract: A piping and flow control system for a wastewater reactor having a reaction vessel includes an influent distribution and sludge withdrawl conduit located near the bottom of the reactor, an aeration device located within the reactor, a treated effluent decanting system and an automatic control mechanism including a liquid level sensor. The influent distribution and sludge withdrawl conduit along with the aeration device are selectively flow connected with a pumping mechanism by a piping manifold which is also selectively connected to a source for influent wastewater to be treated by the reactor and sludge disposal. The manifold includes a series of control valves which may be selectively opened or closed to allow a single pumping mechanism. A control valve on the decanting apparatus allows treated fluid to be selectively withdrawn from the reactor by the decanting apparatus.