Abstract
This paper deals with settling velocities estimation, which is of major importance as settling velocities estimation is a prerequisite for properly dimensioning settling ranks. Several measurement procedures are presented and analyzed here. A general framework for identification which includes modelisation of the settlers and identification techniques is developed here-in. In this paper, we demonstrate that for a parametric set of settling density functions ρ(dv) = Σ(i)(N)= (l)θ(i)ρ(i)(dv) the mathematical relation between the measures M(t(i))(i) = l,N and the unknown quantities (0(i))(i) = (l,N) take the following linear form M(t(i)) = Σ(k)(N) = (l)0(k)∫R∅x(t(i),v)ρ(k)(dv). This relation makes it possible to have access to statistical errors in settling velocity estimates (0(i)) in assuming that a statistical model of measurement errors (M(t(i))) exists. The consequences of the choice of sampling times (t(i))(i) = (l,N) on the quality of the estimation are also investigated.
| Original language | English |
|---|---|
| Pages (from-to) | 3461-3471 |
| Number of pages | 11 |
| Journal | Water Research |
| Volume | 32 |
| Issue number | 11 |
| DOIs | |
| Publication status | Published - 1 Jan 1998 |
Keywords
- Density function
- Identification
- Sedimentation model
- Settling columns
- Settling velocity
- Sewage
- Suspended solids