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Journal ArticleDOI

Dewatering of flocculated suspensions by pressure filtration

Kerry A. Landman, +2 more
- 01 Jun 1991 - 
- Vol. 3, Iss: 6, pp 1495-1509
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TLDR
In this paper, a nonlinear model for flocculated suspensions under the influence of an applied pressure is proposed, based on the assumption that when the volume fraction is high enough, the network formed from the aggregation of flocs possesses a compressive yield stress Py(φ) that is a function of local volume fraction φ only.
Abstract
Pressure filtration is an important method for removing liquids from a suspension. Previous work used linear models or applied to stable suspensions. Nonlinear models for flocculated suspensions are studied here. The equations governing the consolidation of flocculated suspensions under the influence of an applied pressure are based on the assumption that when the volume fraction is high enough, the network formed from the aggregation of flocs possesses a compressive yield stress Py(φ) that is a function of local volume fraction φ only. There are two modes of operation of the pressure filter—the fluid flux or the applied pressure is specified—and both of these are studied. The resulting nonlinear partial differential equations involve the time‐dependent piston position, and in the case of the suspension being initially unnetworked, another internal moving boundary below which the suspension is networked. The small time behavior of these systems is obtained with an asymptotic method. In general, at later times, the solution can only be found numerically and an algorithm for doing this is discussed. The important parameters and properties of the filter cake are described. The results suggest various ways of controlling the filtration process, which may be useful in the manufacture of ceramics.

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Citations
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Journal ArticleDOI

Quantification of wastewater sludge dewatering.

TL;DR: The new approach is demonstrated to be robust relative to traditional methods such as specific resistance to filtration analysis and has an in-built integrity check and the data indicate that the volatile solids parameter is a strong indicator of the dewatering behaviour of sewage sludges.
Journal ArticleDOI

Validation of a new filtration technique for dewaterability characterization

TL;DR: In this paper, a new pressure filtration method developed characterizes a sample only in hours, using only one step pressure compressibility test and one stepped pressure permeability test to determine compressive yield stress Py and a hindered settling function R(ϕ) of flocculated suspensions.
Journal ArticleDOI

Theories of cake filtration and consolidation and implications to sludge dewatering

TL;DR: In this article, a mini-review of the various theories in previous literature while considering the transport processes in filter cakes during filtration and consolidation is presented, along with the validity of some frequently adopted assumptions.
Journal ArticleDOI

Estimation of the hindered settling function R(ϕ) from batch‐settling tests

TL;DR: In this article, a method is presented to estimate the hindered settling function (R(ϕ) from batch-settling tests for solids volume fractions between the initial volume fraction and the volume fraction at which the suspension forms a continuously networked structure, known as the gel point.
Journal ArticleDOI

Predicting filtration time and maximizing throughput in a pressure filter

TL;DR: In this article, the model of pressure filtration of flocculated suspensions using compressional rheology and a knowledge of compressional yield stress P y (Φ) and a hydraulic resistance factor r(Φ), where r is the local volume fraction of solids, is shown to yield an initial solids loading that maximizes the throughput of the filter.
References
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Journal ArticleDOI

Sedimentation in a dilute dispersion of spheres

TL;DR: In this article, the authors considered a large number of identical small rigid spheres with random positions which are falling through Newtonian fluid under gravity and determined the mean value of the velocity of a sphere (U).
Journal ArticleDOI

The consolidation of concentrated suspensions. Part 1.—The theory of sedimentation

TL;DR: In this paper, the concentration or consolidation of suspensions of fine particles under the influence of a gravitational field has been analyzed and a constitutive equation is suggested for irreversibly flocculated suspensions undergoing consolidation which embodies the concept of a concentration-dependent yield stress Py(ϕ).
Journal ArticleDOI

The rheology of strongly-flocculated suspensions

TL;DR: In this paper, the authors investigated the rheology of strongly-flocculated dispersions of colloidal particles in a continuous network and showed that these networks possess a true yield stress in both shear and uniaxial compression (as realised in a centrifuge).
Journal ArticleDOI

The resolution of shocks and the effects of compressible sediments in transient settling

TL;DR: In this article, a quantitative theory covering the full range of processes from transient settling of large, stable particles to the slow consolidation of flocculated suspensions of submicron particles is proposed.
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