GPS Platform Velocity for River Discharge Measurement

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Solution Overview

Problem

Acoustic Doppler flow measurement systems face bias in measuring river discharge when the river bottom is moving, due to inaccurate platform velocity measurements, especially in high sediment or flood conditions, and traditional DGPS methods are limited by high costs, poor coverage, and precision issues.

Innovation Solution

A GPS-based method that estimates platform motion by dividing the difference in GPS positional measurements by the observation time interval, with the averaging interval selected to minimize GPS errors, allowing for accurate platform velocity calculation and discharge measurement even in moving bottom conditions.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Measurement precision

If acoustic Doppler measurements are used to measure platform velocity by tracking the channel bottom, then water velocity can be measured, but the measurements become biased when the channel bottom is moving

Engineering Contradiction:
Improveplatform velocity measurement accuracyVSAvoidmeasurement validity in moving bottom conditions
Core Design Contradiction:
Measurement precisionVSReliability

Solution Approach 1:

The patent introduces GPS as an intermediary system to measure platform velocity independently of the acoustic Doppler bottom-tracking method. GPS receivers provide earth-referenced position data that can be processed to obtain platform velocity without being affected by moving bottom conditions, thus resolving the bias in acoustic measurements.

Inventive Principle:
Principle #24Intermediary (Mediator)

Solution Approach 2:

The patent replaces the acoustic Doppler bottom-tracking mechanism with a GPS-based positioning system. Instead of using acoustic waves to track the channel bottom and derive platform velocity, the system uses electromagnetic signals from GPS satellites to directly determine platform position and velocity, eliminating the source of measurement bias.

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

2Measurement precision

If traditional DGPS methods are used for discharge measurement, then discharge can be measured, but the methods are limited by high costs, poor coverage, and precision issues

Engineering Contradiction:
Improvedischarge measurement accuracyVSAvoidsystem cost and coverage requirements
Core Design Contradiction:
Measurement precisionVSDevice complexity

Solution Approach 1:

The patent makes the discharge measurement system universally applicable by using standard GPS technology that provides coverage anywhere on Earth without requiring specialized expensive equipment. The same GPS-based approach works across different river types, locations, and flow conditions, eliminating the need for costly specialized DGPS systems with limited coverage.

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

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 approach significantly improves the accuracy of river discharge measurements by reducing GPS positional errors and providing reliable platform velocity estimates, enabling precise discharge calculations across various flow regimes and river widths.

Implementation Method 1

Water velocity is determined throughout a vertical water column by measuring the Doppler shifted echoes from small particles

Methodology Applied
Scientific EffectDoppler effect: Doppler Effect

Implementation Method 2

The platform's velocity has been determined by measuring the Doppler shifted echoes from the channel bottom

Methodology Applied
Scientific EffectDoppler effect: Doppler Effect

Data Source

PatentUS7523658B1Method for measuring river discharge in the presence of moving bottom
Publication Date: 2009.04.28 YSI INC
  • US7523658B1 patent drawing
  • US7523658B1 patent drawing
  • US7523658B1 patent drawing

AI summary

A method for measuring channel flow discharge comprising the steps of: locating a platform carrying a fluid flow measurement device at a plurality of stations at spaced locations across a channel; determining the velocity of the platform at each station by averaging the differences between the position of the platform at a first time (t) and the position of the platform at a second time equal to the first time plus a position averaging interval (PI) for a plurality of different first times; obtaining current flow vs. depth profiles at each station by adjusting current velocity as measured by the current flow measuring device for the platform velocity; determining the flow discharge at each station.