Dialysis Flow Meter Defect Detection via Cumulative Water Removal

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Solution Overview

Problem

Conventional blood purification devices suffer from flow rate drift and malfunction in flow meters, leading to errors in water removal amounts due to detection defects.

Innovation Solution

A blood purification device with dual flow meters and a control unit that calculates cumulative water removal amounts using both control and protection flow meters, comparing these with theoretical values to detect and correct for detection defects.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Measurement precision

If flow meters are used to detect flow rates in dialysate supply and waste liquid discharge paths, then water removal amount can be controlled, but detection defects such as flow rate drift and malfunction occur causing errors in water removal amount

Engineering Contradiction:
Improveflow rate detection accuracyVSAvoidflow meter reliability
Core Design Contradiction:
Measurement precisionVSReliability

Solution Approach 1:

The patent changes the parameter being measured from direct flow rate to cumulative water removal amount, which integrates flow rate differences over time. This transformation allows detection of drift errors as deviations from expected cumulative values, improving reliability while maintaining measurement capability

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The control unit continuously monitors cumulative water removal amounts and compares them against expected values based on treatment parameters. When deviations exceed thresholds, the system provides feedback to alert operators or adjust operations, creating a closed-loop system that compensates for detection defects

Inventive Principle:
Principle #23Feedback

2Measurement precision

If dual flow meters are provided on supply and discharge sides, then water removal amount can be controlled, but flow rate drift and malfunction in either meter causes detection defects

Engineering Contradiction:
Improvewater removal amount measurementVSAvoidflow meter system complexity
Core Design Contradiction:
Measurement precisionVSDevice complexity

Solution Approach 1:

The patent segments the water removal measurement into two independent calculation paths: one using supply-side flow meter data and another using discharge-side flow meter data. By processing these separately and comparing results, the system identifies detection defects without requiring complex inter-dependent sensor networks

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The control unit acts as an intermediary that receives data from both flow meters, calculates cumulative water removal amounts through different pathways, and compares results to detect inconsistencies. This intermediary processing layer simplifies the overall system architecture while enabling defect detection

Inventive Principle:
Principle #24Intermediary (Mediator)

Data Source

PatentUS20250381330A1Blood purification device, and method for determining detection defect in flow meter
Publication Date: 2025.12.18 NIKKISO CO LTD
  • US20250381330A1 patent drawing
  • US20250381330A1 patent drawing
  • US20250381330A1 patent drawing

AI summary

A blood purification device includes a first water removal amount calculation unit that calculates a water removal amount based on a flow rate in a dialysate supply flow path detected by the first supply-side flow meter and a flow rate in a waste liquid discharge flow path detected by a first discharge-side flow meter, a second water removal amount calculation unit that calculates a water removal amount based on a flow rate in the dialysate supply flow path detected by a second supply-side flow meter and a flow rate in a waste liquid discharge flow path detected by a second discharge-side flow meter, or calculates a theoretical water removal amount based on a target water removal rate and treatment time, and a determination unit that determines a detection defect based on a difference between the water removal amount calculated by the first and second water removal amount calculation units.