Liquid purification or separation – Processes – Treatment by living organism
Reexamination Certificate
2000-03-31
2002-04-23
Barry, Chester T. (Department: 1724)
Liquid purification or separation
Processes
Treatment by living organism
C210S620000, C210S739000, C210S744000
Reexamination Certificate
active
06375845
ABSTRACT:
FIELD OF THE INVENTION
The present invention relates to a method of evaluating the biomass contained in basins of biological wastewater treatment plants, especially for the purpose of monitoring the efficiency of the aeration system of such basins.
BACKGROUND OF THE INVENTION
The method according to the invention is based on measuring the respiratory activity of the purifying biomass and it applies to the case in which the aeration of the basin is carried out by on/off sequences of the aeration system, thus allowing regulation of the aerobic biological systems, which is based on various physical measurements having the advantage of being rapidly obtainable and therefore of lending themselves to in-line regulation. According to the invention, these physical measurements relate to:
the concentration of dissolved oxygen in the aeration basin;
the concentration of activated sludge of the mixed liquor contained in this aeration basin; and
the flow rate of the effluent through the aeration basin, (Qt+Qr).
From this data, the invention makes it possible to obtain quite a range of fundamental information about the status of the purification station, information which derives in fact from the “consumption of oxygen per kilo of suspended matter (sludge) and per hour” characteristic which constitutes a parameter representative of the respiratory activity of the biomass, the VM (volatile matter)/SM (suspended matter) ratio being approximately constant.
This information about the operation of the treatment plant may, for example, be:
the oxygen demand of the sludge, which will make it possible to provide the suitable aeration of the purification station;
the detection of pollution overloads compared with the biological purifying capacity present in the basin and therefore the risk of degraded operation of the station;
adjustments to the rate of extraction of this sludge, depending on this fundamental characteristic, which is the “age of the sludge”, and on the values that it must take according to whether the operator wishes or does not wish to favour the elimination of nitrogenous pollution in conjunction with carbonaceous pollution.
As a consequence of the European directives, the techniques currently employed in wastewater-purification stations aim to limit discharges into the natural environment of untreated wastewater, these stations having to treat all collected water apart from that resulting from exceptional downpours.
Such treatment stations have the common characteristic of employing a plant for purification by activated sludge, which includes an aeration basin in which oxygen is transferred into the water/biomass mixture, this transfer being necessary for the development of the purifying biomass.
Furthermore, the abovementioned European directives require greater reliability of the purification stations and therefore mean that the operation of the stations must be strictly monitored and maintained in the best possible state of operation, with maximum available purifying capacity.
The discharge into the natural environment of an effluent of constant quality has to be met within a context in which the composition of the wastewater to be treated varies very significantly, both as regards the pollution load and the flow rate. It is therefore necessary, in order to keep the purification station in the best possible state of operation, to permanently adapt the operating criteria in order to respond to the modifications to the operating constraints on the biological treatment. The new operating criteria, chosen following these adaptations, must not degrade the quality of the biomass. This is because keeping a high-quality biomass in the biological treatment is essential in order to ensure a future proper operation of the treatment unit. Frequent monitoring of the quality of the biomass therefore provides important information for running the process. This quality is essentially reflected by the respiratory activity of the biomass.
At the present time, the running of the plants rarely takes into account the respiratory activity of the biomass, at least with regard to continuous monitoring of the said respiratory activity and of its use for the purposes of adjusting the operation of the stations. The operator is often content to carry out delayed cyclic sludge extractions so as to maintain a “calculated” sludge age compatible with the required treatments. Automatic regulating devices are also employed which use the information from a probe or from a respirometer, but in all cases the measurements are carried out on samples taken from the station and analysed in an external confined environment, for example the most conventional being the Warburg respirometry measurement.
Such systems may, because of their logic, cause chronic underoxygenation of the biomass. This is because the automatic devices regulate or control on the basis of measurements made in a medium which is favourable to the development of the biomass specimens and therefore does not take into account the actual operating conditions of the purification basins: this may lead to “optimistic” evaluations of the quality of the biomass and, consequently, may disturb the response of the automatic device. Another case of chronic underoxygenation may occur, for example, in the case of systems for regulating the aeration which rely on measuring the oxydoreduction potential and are installed on stations which include a physico-chemical dephosphatization of the effluents.
WO 97/00832 relates to the so-called SDR (Sequencing Batch Reactor) process, which operates in batch mode and only allows the oxygen provided in the plant to be managed. This prior process does not make it possible to solve the technical problem solved by the present invention, especially with regard to monitoring the efficiency of the aeration system, the pollution inflows and the sludge purges of the plant.
GB-A-2,184,110 relates to a system allowing the concentration of dissolved oxygen in a biological reactor to be monitored, together with monitoring of the reduced oxygen kinetics in the absence of aeration, an alarm being triggered when this reduction does not correspond to a predetermined set value. This prior publication is aimed neither at managing the aeration nor managing the sludge purges.
DE-A-3,543,408 describes a process for purifying wastewater by means of activated sludge, in which, during the aeration phase, the oxygen concentration in the activated-sludge basin is measured and the number of oxygen-supply devices is actuated depending on the measured values. This prior publication only relates to managing the sequencing of the aeration of an activated-sludge basin without there being any question of managing the sludge purges.
BRIEF DESCRIPTION OF THE INVENTION
The object of the invention is to provide a method of evaluating the respiratory activity of the biomass, something which is not envisaged in any of the publications analysed above, this process, which furthermore does not have the drawbacks of the solutions of the prior art, carrying out this evaluation in situ and in vivo so as to be perfectly representative of the living conditions in the purification basins.
The method of evaluation and of monitoring the biomass contained in the biological wastewater treatment basin according to the invention is characterized in that it uses the on/off sequences of the aeration system of the treatment basins, which sequences are imposed by the running of the process, to estimate the biomass respiration, the latter being measured during the non-aeration phases, according to the following steps:
a) determination, using a probe for measuring the concentration of dissolved oxygen, of the change in the amount of oxygen contained in the aeration basin, that is to say its reduction according to the respiratory activity of the purifying biomass or biological sludge of the basin;
b) determination of the amount of oxygen leaving the basin in the throughput, the amount of oxygen entering the basin during the non-aeration phase being regarded as zero;
c) determina
Caulet Philippe
Chatellier Patrice
Barry Chester T.
Connolly Bove & Lodge & Hutz LLP
Suez-Lyonnaise des Eaux
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