Determination of oxygen uptake rate in wastewater treatment plants

Claim 3

The method claimed in claim 1, which further includes using said computer means to print out, for each set of values, a table showing each value and the time to which it corresponds.

Claim 4

The method claimed in claim 1, which further includes using said computer means to plot, for each set of values, a graph of the values versus the corresponding times when the digital signal is sampled.

Claim 5

The invention claimed in claim 1, in which the decrease of the said aeration rate is accomplished by regulating the on-off time of air blowers arranged to blow air into the wastewater treatment tank.

Claim 6

The invention claimed in claim 1, in which the decrease of the said aeration rate is accomplished by reducing the speed of air blowers blowing air into the said wastewater treatment tank.

Claim 7

The invention claimed in claim 1, in which the signal is an analog signal, the method further including the step of converting the analog signal to a digital signal prior to being sampled by the computer.

Claim 8

In a wastewater treatment process utilizing a treatment tank having an upstream end for the entry of wastewater to be treated and a downstream end for the exit of wastewater, the tank containing activated sludge incorporating bacterial agents which function to break down organic materials in the wastewater, a method of controlling the rate at which activated sludge is removed from said downstream end and readmitted to the tank at the upstream end thereof, the method comprising the steps: (a) withdrawing a sample of mixed liquor and suspended solids from the tank into a chamber in which is located a dissolved oxygen probe that outputs a signal which is a function of the amount of dissolved oxygen in the sample adjacent the probe, (b) aerating the ample, then arresting the aeration, (c) using a computer to sample the signal at regular intervals after aeration has ceased, and to produce a set of time-separated values corresponding to the sampled signals, which values represent the dissolved oxygen in the sample at timed intervals, (d) emptying the chamber of its contents, (e) repeating the steps (a) to (d) a plurality of times to generate a plurality of sets of said values, (f) using computer means to calculate, for each set of said values, the rate at which the oxygen content of the sample decreases with time, and (g) whenever, for any set, the rate of decreases of the oxygen content is below a predetermined value, increasing the rate at which activatd sludge is passed from said downstream to said upstream end.

Claim 9

In a wastewater treatment process utilizing a treatment tank having an upstream end for the entry of wastewater to be treated and a downstream end for the exit of wastewater, the tank containing activated sludge incorporating bacterial agents which function to break down organic materials in the wastewater, a method of controlling the rate at which activated sludge is removed from said downstream end and readmitted to the tank at the upstream end thereof, the method comprising the steps: (a) withdrawing a sample of mixed liquor and suspended solids from the tank into a chamber in which is located a dissolved oxygen probe that outputs a signal which is a function of the amount of dissolved oxygen in the sample adjacent the probe, (b) aerating the ample, then arresting the aeration, (c) using a computer to sample the signal at regular intervals after aeration has ceased, and to produce a set of time-separated values corresponding to the sampled signals, which values represent the dissolved oxygen in the sample at timed intervals, (d) emptying the chamber of its contents, (e) repeating the steps (a) to (d) a plurality of times to generate a plurality of sets of said values, (f) using computer means to calculate, for each set of said values, the rate at which the oxygen content of the sample decreases with time, and (g) whenever, for any set, the rate of decreases of the oxygen content is below a predetermined value, increasing the rate at which activatd sludge is passed from said downstream to said upstream end.

Claim 10

The invention claimed in claim 7, which further includes using said computer means to print out, for each set of values, a table showing each value and the time to which it corresponds.

Claim 11

The invention claimed in claim 7, which further includes using said computer means to plot, for each set of values, a graph of the values versus the corresponding times when the signal is sampled.

Claim 12

The invention claimed in claim 7, in which the signal is an analog signal, the method including the conversion of the analog signal to a digital signal prior to being sampled by the computer.