Separation Membrane Module Abnormality Detection via Permeate Flow Control

Resolve Bottlenecks,
Find Innovative Solutions
Generate Solutions

Solution Overview

Problem

Conventional methods for detecting abnormalities in separation membrane modules, such as those used in water treatment processes, face challenges in accuracy and cost due to the need for a sufficient number of sensors, which increases the overall cost of the water treatment device.

Innovation Solution

A method involving the steps of obtaining permeates from a separation membrane module with multiple outlets, changing the flow rates of these permeates, measuring their water qualities, and plotting the relationship between flow rates and water qualities as a scatter diagram to detect abnormalities, allowing for quick and accurate identification of the abnormality's location and degree.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Measurement precision

If the number of sensors is increased to improve abnormality detection accuracy, then measurement precision is improved, but device complexity and cost increase

Engineering Contradiction:
Improveabnormality detection accuracyVSAvoidnumber of sensors
Core Design Contradiction:
Measurement precisionVSDevice complexity

Solution Approach 1:

The invention divides the separation membrane module into multiple sections with separate permeate outlets, allowing independent flow rate control for each section. This segmentation enables localized abnormality detection without requiring sensors throughout the entire module, thus improving detection accuracy while avoiding excessive sensor installation.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The invention changes operational parameters by independently adjusting flow rates of permeates from different outlets and measuring water quality at varying flow conditions. By plotting relationships between flow rates and water qualities under multiple conditions, the system detects abnormalities through parameter variations rather than direct sensing, reducing sensor requirements.

Inventive Principle:
Principle #35Parameter changes

2Measurement precision

If the number of sensors is increased to improve abnormality detection accuracy, then measurement precision is improved, but overall cost increases

Engineering Contradiction:
Improveabnormality detection accuracyVSAvoidoverall cost
Core Design Contradiction:
Measurement precisionVSQuantity of substance

Solution Approach 1:

The separation membrane module is segmented into multiple sections with independently controllable permeate outlets. This allows the system to detect abnormalities in specific sections by adjusting and measuring flow rates and water qualities at those sections, eliminating the need for expensive sensors in every location while maintaining high detection accuracy.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The invention replaces direct sensor-based detection with a measurement system that uses flow rate control and water quality analysis. By substituting mechanical/electronic sensors with a control-and-measurement approach using existing permeate outlets and water quality measurement capabilities, the system reduces overall cost while achieving comparable or superior detection accuracy.

Inventive Principle:
Principle #28Mechanics substitution (Replace mechanical system)

3Reliability

If conventional sensor-based methods are used to detect abnormalities, then detection capability is provided, but the method cannot quickly specify the location where the abnormality has occurred

Engineering Contradiction:
Improvedetection capabilityVSAvoidtime to specify location
Core Design Contradiction:
ReliabilityVSLoss of time

Solution Approach 1:

The permeate outlets are segmented by location along the separation membrane module, with each outlet corresponding to a specific section. When an abnormality is detected through flow rate and water quality measurements at a particular outlet, the location is immediately identified by which outlet showed the anomaly, enabling rapid localization without time-consuming sensor scans.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The invention uses water quality measurements and flow rate data as intermediaries to detect and locate abnormalities. By measuring water qualities at permeates from different outlets under varying flow rates, the system indirectly detects abnormalities and pinpoints their locations through the relationship patterns, achieving both detection and localization efficiently.

Inventive Principle:
Principle #24Intermediary (Mediator)

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

This method enables the rapid and precise detection of abnormalities in separation membrane modules, enhancing maintenance efficiency and reducing costs by eliminating the need for a large number of sensors.

Implementation Method 1

a separation membrane module including a pressure vessel and a separation membrane element housed therein which includes any of those separation membranes

Methodology Applied
Scientific EffectReverse Osmosis: Reverse Osmosis

Implementation Method 2

Fluid separation techniques employing various separation membranes including a reverse osmosis membrane, a nanofiltration membrane, an ultrafiltration membrane, and a microfiltration membrane

Methodology Applied
Scientific EffectOsmosis: Osmosis

Data Source

PatentUS12138593B2Method for preparing water quality profile, method for inspecting separation membrane module, and water treatment apparatus
Publication Date: 2024.11.12 TORAY INDUSTRIES INC
  • US12138593B2 patent drawing
  • US12138593B2 patent drawing
  • US12138593B2 patent drawing

AI summary

The present invention provides a method for preparing a water quality profile that has (1) a step 1 for supplying water to be treated to a separation membrane module with a supply port for the water being treated and multiple permeate outlets and obtaining permeate, (2) a step 2 for varying the ratio of the flow rates of the respective permeates flowing out of the multiple permeate outlets, (3) a step 3 after step 2 for measuring the respective water qualities of the permeates, and (4) a step 4 for plotting the relationship between the ratio of the respective permeate flow rates varied in step 2 and the respective water qualities of the permeates measured in step 3 as a scatter diagram, steps 2-4 being repeated multiple times.