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GPS-X Technical Reference

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253 Sedimentation and Flotation Models<br />

CHAPTER 8<br />

Sedimentation and Flotation Models<br />

This chapter provides a description of the sedimentation and flotation models available in <strong>GPS</strong>-X.<br />

SEDIMENTATION MODELS<br />

Sedimentation is one of the most important unit processes in activated sludge treatment plants.<br />

The sedimentation unit, whether it is a primary settler, secondary clarifier, or sludge thickener,<br />

provides two functions: clarification and thickening. The primary settlers and sludge thickeners<br />

are designed and operated to take advantage of the thickening process, while the secondary<br />

clarifiers are designed and operated to take advantage of the clarification process.<br />

In <strong>GPS</strong>-X, the sedimentation models are either zero- (point) or one-dimensional (1d suffix), and<br />

either reactive (mantis, asm1...) or nonreactive (simple). The following models are available:<br />

<br />

<br />

<br />

Zero-dimensional, nonreactive: point<br />

One-dimensional, nonreactive: simple1d<br />

One-dimensional, reactive: mantis, asm1, asm2d, asm3, newgeneral<br />

In reactive models, biological reactions are included, and the model names are associated with the<br />

corresponding suspended-growth models, described in Chapter 6 (page 94). For example, the<br />

mantis sedimentation model uses the mantis suspended-growth model.<br />

One-Dimensional Models<br />

In the one-dimensional models, the settler is divided into a number of layers (10 by<br />

default) of equal thickness, as depicted in Figure 8-1.<br />

The following assumptions are made:<br />

1. Incoming solids are distributed instantaneously and uniformly across the entire<br />

cross-sectional area of the feed layer.<br />

2. Only vertical flow is considered.<br />

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

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