Composite Flocculant for Shear-Resistant Sludge Dewatering

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Solution Overview

Problem

Biological sludge dewatering processes face challenges in achieving effective flocculation and resistance to shear forces, leading to low dewatering efficiency and poor quality of the water phase, especially under high-shear conditions.

Innovation Solution

A polymer composition is developed by polymerizing a second polymer in the presence of a first polymer, creating a cationic crosslinked flocculant with physical entanglement of polymer chains, which enhances dewatering rate, filtrate quality, and shear resistance, using crosslinked polyvinylamine as the first polymer and a copolymer of (meth)acrylamide and [2-(acryloyloxy)ethyl] trimethylammonium chloride as the second polymer.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Productivity

If conventional flocculants are used for biological sludge dewatering, then the sludge can be conditioned and dewatering can proceed, but the formed flocs break under shear forces leading to low dewatering efficiency and poor filtrate quality

Engineering Contradiction:
Improvedewatering efficiencyVSAvoidfloc resistance to shear forces
Core Design Contradiction:
ProductivityVSReliability

Solution Approach 1:

The invention uses a composite polymer flocculant consisting of polyvinylamine (PVA) and polyacrylamide (PAM) with specific molecular weights and ratios. This composite structure combines the strengths of both polymers: PVA provides initial flocculation and PAM enhances floc strength and shear resistance. The specific composition (PVA 10-50 kDa at 1-10 mg/L, PAM 500-2000 kDa at 1-5 mg/L) creates flocs that maintain integrity under shear forces while achieving high dewatering efficiency.

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

The invention optimizes specific parameters including polymer molecular weights (PVA: 10-50 kDa, PAM: 500-2000 kDa), dosages (PVA: 1-10 mg/L, PAM: 1-5 mg/L), and the ratio between polymers. These parameter optimizations ensure that the flocculant system achieves maximum dewatering performance while maintaining floc stability under varying shear conditions throughout the dewatering process.

Inventive Principle:
Principle #35Parameter changes

2Shape

If chemical flocculants are added to improve sludge handling and coagulation, then larger agglomerates are formed, but the flocs still break under high shear forces during dewatering

Engineering Contradiction:
Improvefloc size and structureVSAvoidfloc strength under shear forces
Core Design Contradiction:
ShapeVSStrength

Solution Approach 1:

The composite polymer system combines PVA (10-50 kDa) for initial coagulation and floc formation with PAM (500-2000 kDa) for strengthening. This dual-polymer approach creates hierarchically structured flocs with both large size and high mechanical strength, resolving the contradiction between floc size and shear resistance.

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

The flocculation process is divided into two stages: first, PVA is added to initiate coagulation and form initial floc structures; second, PAM is added to strengthen and stabilize the formed flocs. This sequential preliminary action ensures that flocs are both large enough for efficient dewatering and strong enough to withstand subsequent shear forces.

Inventive Principle:
Principle #10Preliminary action

3Ease of operation

If single-polymer flocculants are used, then the system is simple to operate, but dewatering performance and filtrate quality are insufficient

Engineering Contradiction:
Improveoperational simplicityVSAvoiddewatering rate and filtrate quality
Core Design Contradiction:
Ease of operationVSProductivity

Solution Approach 1:

While using a composite of two polymers, the invention maintains ease of operation by providing specific dosage ranges and a simple two-step addition protocol. The performance benefits (higher dewatering rates, better filtrate quality) far outweigh the minimal increase in operational complexity, as the polymers work synergistically rather than requiring complex optimization.

Inventive Principle:
Principle #40Composite materials

Solution Approach 2:

The invention simplifies operation by pre-specifying optimal dosages and sequences: PVA at 1-10 mg/L followed by PAM at 1-5 mg/L. This predetermined protocol eliminates the need for complex real-time optimization while achieving superior dewatering performance compared to single-polymer systems.

Inventive Principle:
Principle #10Preliminary action

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 polymer composition improves dewatering performance by forming robust flocs that resist shear forces, resulting in higher dry solids content and better filtrate quality, making the process more efficient and economical.

Implementation Method 1

The chemicals are added to improve the sludge handling, to coagulate and/or flocculate the suspended matter into larger agglomerates

Methodology Applied
Scientific EffectFlocculation: Flocculation

Implementation Method 2

the second polymer is a copolymer obtained by copolymerization of (meth)acrylamide and a cationic monomer

Methodology Applied
Scientific EffectCopolymerization: Chemical Bonding

Data Source

PatentEP3724137B1Method for dewatering of biological sludge using a polymeric flocculant
Publication Date: 2023.09.13 KEMIRA OY

AI summary

The invention relates a method for dewatering of biological sludge. It comprises addition of a flocculant to a biological sludge, which comprises an aqueous phase and suspended solid organic material, flocculating and dewatering the sludge. The flocculant comprises a polymer composition, which comprises a cationic crosslinked first polymer, which is selected from crosslinked polyamines, and a cationic second polymer, which is a polymer obtained by polymerisation of (meth)acrylamide and cationic monomers, the second cationic polymer being polymerised in presence of the cationic first polymer.