Ballast Flocculation Sludge Recirculation System

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Solution Overview

Problem

Water treatment facilities face inefficiencies in sludge management, including high sludge volume, loss of ballast, and the need for large equipment and spaces for sludge thickening, particularly in processes involving coagulation, flocculation, and sedimentation.

Innovation Solution

A simplified sludge recirculation system that uses repeated cycling of sludge through a downstream vessel and recirculation apparatus, including a hydro cyclone and reinsertion line, to progressively purge water and recover ballast, reducing sludge volume and equipment size, and eliminating the need for exterior sludge purging basins.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Quantity of substance

If traditional sludge thickening equipment is used, then sludge volume reduction is achieved, but equipment size and facility space requirements increase significantly

Engineering Contradiction:
Improvesludge volumeVSAvoidequipment size
Core Design Contradiction:
Quantity of substanceVSVolume of stationary object

Solution Approach 1:

The invention extracts the sludge thickening function from traditional large-scale equipment and relocates it within the existing sedimentation zone by using a recirculation system that processes sludge in-situ, thereby eliminating the need for separate exterior thickening basins and reducing overall facility space requirements

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

The sludge recirculation system is nested within the existing sedimentation zone infrastructure, using the same tanks and processing capacity to achieve multiple functions including ballast recovery, sludge concentration, and water purification, thereby avoiding additional equipment installation

Inventive Principle:
Principle #7Nested doll (Nesting)

2Productivity

If ballast is added to flocculation zone, then flocculation efficiency is improved, but ballast loss increases and requires additional recovery equipment

Engineering Contradiction:
Improveflocculation efficiencyVSAvoidballast loss
Core Design Contradiction:
ProductivityVSLoss of substance

Solution Approach 1:

The invention implements a feedback mechanism where ballasted sludge is recirculated back to the flocculation zone after initial processing, allowing ballast material to be recovered and reused in subsequent treatment cycles, thereby minimizing ballast loss without compromising flocculation efficiency

Inventive Principle:
Principle #23Feedback

Solution Approach 2:

The system recovers ballast material from the sludge stream through centrifugal separation and gravity settling, then returns it to the flocculation zone for continued use in enhancing floc formation, thereby converting what would be waste into a valuable process material

Inventive Principle:
Principle #34Discarding and recovering

3Quantity of substance

If sludge is repeatedly recirculated through the system, then water purification is enhanced and sludge volume is reduced, but process complexity increases

Engineering Contradiction:
Improvewater purificationVSAvoidprocess complexity
Core Design Contradiction:
Quantity of substanceVSDevice complexity

Solution Approach 1:

The recirculation system performs multiple functions simultaneously including sludge concentration, ballast recovery, water purification, and process control within a single integrated loop, thereby achieving enhanced purification without proportionally increasing system complexity

Inventive Principle:
Principle #6Universality (Multi-functionality)

Solution Approach 2:

The system uses its own operational flow and existing processing capacity to drive the recirculation process, with gravity and centrifugal forces providing the necessary driving mechanisms without requiring external energy input or complex control systems

Inventive Principle:
Principle #25Self-service

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

The system achieves significant reduction in sludge volume (up to 97%), enhances ballast recovery, and minimizes equipment needs, improving the efficiency and cost-effectiveness of water treatment processes by creating a complex fluid flow that prevents sludge re-entry into the sedimentation zone.

Implementation Method 1

a recirculation apparatus, comprising: i. liquid and solid separation means that allows the purification of a liquid solution by removing solid contaminants located therein

Methodology Applied
Scientific EffectCentrifugal separation: Centrifugal Separation

Implementation Method 2

the next step of the water treatment process is called sedimentation. It takes place in the sedimentation zone and capitalizes on the fact that gravity pulls every object toward the surface of the earth with a force proportional to its weight

Methodology Applied
Scientific EffectGravity: Gravitation

Implementation Method 3

a flocculation zone where a flocculating agent, either a polymer (like modified polyacrylamides), a chemical product (like sodium silicate) or in rare occasions a natural product with the same properties, is introduced within the water. With the addition of such a flocculating agent, flocs particle aggregates) of contaminants start to form out of the colloids

Methodology Applied
Scientific EffectFlocculation: Flocculation

Data Source

PatentUS8157988B2Ballast flocculation and sedimentation water treatment system with simplified sludge recirculation, and process therefor
Publication Date: 2012.04.17 VEOLIA WATER SOLUTIONS & TECHNOLOGIES SUPPORT SAS
  • US8157988B2 patent drawing
  • US8157988B2 patent drawing
  • US8157988B2 patent drawing

AI summary

A process for water treatment, including a combination of methods from the group comprising coagulation, sedimentation, flocculation and ballast flocculation, which is further improved by the addition of a simplified sludge recirculation system. The recirculation system corresponding to this process allows higher sludge density as well as less significant water volume losses by making the sludge accumulating at the bottom of the sedimentation zone go through a hydro cyclone a certain number of times in repeated cycles thus augmenting the solid particles density of the extracted sludge. The system may also be controlled by a suspended solid analyser, a flow meter and/or a timer. The present invention also includes a method of producing specific fluid flow control behavior with this simplified sludge recirculation system, which furthermore improves the efficiency of the process.