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GPS-X Technical Reference

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Modelling Fundamentals 24<br />

Nitrogenous Compounds<br />

Based on our experience, the most important parameter to calibrate in the IAWQ model<br />

is the autotrophic growth rate. It is possible to calibrate this parameter using field<br />

ammonia and nitrate data, if:<br />

1. The plant is not overloaded, i.e. the plant is at least partially nitrifying; or<br />

2. The plant is not seriously under loaded. In such a case, almost any value of the<br />

growth rate constant (typically between 0.2-0.5 d -1 ) will provide complete<br />

nitrification.<br />

The autotrophic growth rate is easier to identify in a partially nitrifying plant. Process<br />

start-up data (i.e., corresponding to a slowly developing nitrifier population) can<br />

sometimes be used. Laboratory testing (oxidation of an ammonia spike) is also a<br />

possibility.<br />

Settling Characteristics (Primary and Secondary)<br />

The settling velocity function in Hydromantis' layered settler model contains five<br />

parameters, which have to be determined separately for the primary and the secondary<br />

clarifiers. A preliminary version of the model is described in detail elsewhere<br />

(Takács et al., 1991). The model is based on the use of a unified settling velocity<br />

equation described in the chapter on sedimentation and flotation models. The parameters<br />

of the settling velocity equation can be estimated from a combination of experimental and<br />

numerical procedures.<br />

A short summary of the proposed experimental procedures is given below for each<br />

parameter:<br />

<br />

<br />

Minimum solids attainable – In general, this parameter for final settlers is<br />

usually less than 10mg/L. For most plants, xmin will be close to zero. A sludge<br />

sample is allowed to settle for about two hours. The suspended solids<br />

concentration of the supernatant is measured and equated to xmin. Alternatively,<br />

xmin can be said to be equal to the suspended solids concentration take from the<br />

final settler under dry-weather flow conditions, when the hydraulic load to the<br />

plant is minimal.<br />

Maximum floc settling velocity parameter - Dilute the activated sludge to<br />

1 2 g/L, measure the settling velocity of large individual floc particles in a batch<br />

test. In general, no floc particle will settle faster than the settling velocity of<br />

individual floc particles under quiescent conditions.<br />

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

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