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GPS-X Technical Reference

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Appendix C –Respirometry C-7<br />

SHORT-TERM BIOCHEMICAL OXYGEN DEMAND<br />

In assessing the Short-term Biochemical Oxygen Demand (BODst), small amounts<br />

of wastewater are typically mixed with larger amounts of activated sludge that is<br />

grown on that specific wastewater. Batch methods to determine BODst consist of the<br />

addition of a wastewater sample to the activated sludge in a respirometer and the<br />

monitoring of respiration rate as a function of time. The BODst is obtained from the<br />

cumulative oxygen consumption. Continuous methods bring flows of sludge and<br />

wastewater together in a respiration chamber and derive the BODst from the<br />

resulting respiration rate by using a measurement of the endogenous respiration rate<br />

as the base or reference value. Under certain conditions it is possible to assess the<br />

effluent BODst by using a continuous method. Some methods (used in BOD-meters)<br />

do not explicitly involve calculation of respiration rate: BODst is derived from<br />

changes in oxygen content. For example BOD-probes, which consists of<br />

immobilized living cells, a membrane and a DO-sensor, use the signal of the DO<br />

probe. The signal is a measure of activity of the cells, which is, if the probe is<br />

submerged in a wastewater, a measure of the substrate concentration in the water.<br />

BOD-probes and other BOD-meters should be calibrated in solutions with known<br />

BOD. Under certain conditions a correlation between BODst and BOD 5 might be<br />

found, irrespective of the different nature of these two variables, so that instead of a<br />

BODst -meter a BOD 5 -meter can be obtained.<br />

ESTIMATION OF MODEL PARAMETERS<br />

Since oxygen consumption is associated with substrate utilization and biomass<br />

growth, respirometry is useful for estimation of activated sludge model parameters.<br />

Continuous respirometric experiments are appropriate for the estimation of<br />

stoichiometric coefficients, while kinetic parameters and wastewater concentrations<br />

can be obtained from batch experiments. For the estimation of kinetic parameters of<br />

a given activated sludge it is essential that the substrate to biomass ratio is small<br />

enough to guarantee that biomass growth and shift in biomass population are<br />

negligible. The parameters can be assessed by fitting a model to the respirometric<br />

measurement time series, i.e. the respirogram. It must be emphasized that from<br />

respiration rate only, not all parameters can be uniquely estimated.<br />

RESPIRATION RATE AS A CONTROL VARIABLE<br />

The activated sludge process aims to achieve, at minimum energy costs, a<br />

sufficiently low concentration of biodegradable matter in the effluent together with a<br />

low sludge production. Therefore, the process has to be controlled. Common control<br />

strategies maintain certain levels of biomass and dissolved oxygen in the aeration<br />

tank by manipulating waste sludge flow, return sludge flow and aeration capacity.<br />

Such strategies are based on measurements of the concentrations of mixed liquor<br />

suspended solids and dissolved oxygen.<br />

As a control variable, the respiration rate of activated sludge has generated much<br />

interest, since it is an essential variable in the activated sludge process and provides<br />

information on activity and concentration of the biomass, influent waste<br />

concentration, toxicity and concentration of biodegradable matter in the effluent. For<br />

respirometry-based control the following variables can be deduced from respiration<br />

rate and used in the control system:<br />

<strong>GPS</strong>-X <strong>Technical</strong> <strong>Reference</strong>

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