Wastewater Bypass with Ballasted Settling for Peak Flow

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Solution Overview

Problem

Municipal wastewater treatment systems face challenges during high flow periods, such as storm events, where excess wastewater exceeds treatment capacity, leading to untreated discharge and pollution in waterways due to increased contaminant loads like nitrogen and phosphorous, causing eutrophication and other environmental issues.

Innovation Solution

A system comprising a fixed film biological reactor and a ballasted settling process, with a bypass line that diverts excess wastewater to a ballast reactor tank, utilizing magnetic ballast to enhance settling and clarification, allowing for efficient treatment and reduction of contaminants during peak flow conditions.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Productivity

If a conventional biological reactor is used for wastewater treatment, then treatment capacity is limited, but during high flow periods excess wastewater must be discharged untreated causing pollution

Engineering Contradiction:
Improvewastewater treatment capacityVSAvoidpollutant discharge to waterways
Core Design Contradiction:
ProductivityVSObject-affected harmful factors

Solution Approach 1:

The system divides the wastewater flow into multiple streams using a diverter: (1) main flow through the biological reactor, (2) overflow stream through the fixed film reactor, and (3) bypass stream through the ballasted system. This segmentation allows each treatment path to handle specific flow conditions, enabling the system to process much higher total flows than a single reactor could handle alone.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The fixed film biological reactor serves as an intermediary treatment stage for the overflow stream, providing preliminary treatment before the water enters the ballasted system. This intermediate treatment reduces the contaminant load on the ballasted system while still achieving overall treatment goals for the combined flow.

Inventive Principle:
Principle #24Intermediary (Mediator)

2Productivity

If treatment capacity is increased to handle peak flows, then system complexity and cost increase, but without adequate treatment during high flow periods

Engineering Contradiction:
Improvepeak flow treatment capacityVSAvoidsystem configuration
Core Design Contradiction:
ProductivityVSDevice complexity

Solution Approach 1:

The ballasted system with magnetite ballast serves multiple functions: (1) rapid settling of suspended solids, (2) nutrient removal through the ballasted sludge, and (3) handling of variable flow rates including peak flows. This multi-functionality allows a single system configuration to address multiple treatment requirements simultaneously.

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

Solution Approach 2:

The system incorporates a diverter that dynamically redirects overflow wastewater to the fixed film reactor and ballasted system based on flow conditions. This dynamic flow distribution allows the system to adapt to varying inflow rates, maintaining effective treatment during both normal and peak flow conditions without requiring oversized infrastructure.

Inventive Principle:
Principle #15Dynamics

3Object-affected harmful factors

If a bypass line is added to handle overflow, then untreated discharge is reduced, but the bypass system requires additional treatment processes

Engineering Contradiction:
Improveuntreated wastewater dischargeVSAvoidbypass treatment configuration
Core Design Contradiction:
Object-affected harmful factorsVSDevice complexity

Solution Approach 1:

The ballasted system changes the physical parameters of the wastewater by adding magnetite ballast particles that enhance settling characteristics. This parameter change (adding dense particles) transforms the overflow stream into a rapidly settleable flow, enabling effective treatment in a compact clarifier without requiring complex biological treatment processes in the bypass line.

Inventive Principle:
Principle #35Parameter changes

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 effectively treats wastewater during high flow periods, reducing contaminant discharge and improving water quality by utilizing a combination of fixed film biological reactors and ballasted settling, enabling efficient removal of nitrogen, phosphorous, and other pollutants, thus mitigating eutrophication and environmental harm.

Implementation Method 1

fixed film biological reactor configured to receive an overflow volume of the source of wastewater and to provide a fixed film effluent

Methodology Applied
Scientific EffectBiological degradation: Decomposition (biological)

Implementation Method 2

utilizing magnetic ballast to enhance settling and clarification

Methodology Applied
Scientific EffectMagnetic ballast: Magnetism

Implementation Method 3

ballasted settling process, with a bypass line that diverts excess wastewater to a ballast reactor tank

Methodology Applied
Scientific EffectSettling: Sedimentation

Data Source

PatentUS11753322B2Side stream treatment for overflow
Publication Date: 2023.09.12 EVOQUA WATER TECHNOLOGIES LLC
  • US11753322B2 patent drawing
  • US11753322B2 patent drawing
  • US11753322B2 patent drawing

AI summary

A system and method of treating wastewater. In one embodiment, the system comprises a biological reactor fluidly connected to a source of wastewater and having a treated wastewater outlet, a fixed film biological reactor connected to the source of wastewater and having a fixed film effluent outlet, and a ballasted system fluidly connected to the fixed film effluent outlet. The ballasted system may comprise a ballast reactor tank configured to provide a ballasted effluent, and a source of ballast material fluidly connected to an inlet of the ballast reactor tank. The system may further comprise a bypass line having an inlet fluidly connected to the source of wastewater, a first outlet fluidly connected to the ballasted system, and a second outlet fluidly connected to the fixed film biological reactor, the bypass line configured to bypass the fixed film biological reactor.