Unpowered Riverfront Wetland Water Purification via Dynamic Elevation

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Solution Overview

Problem

Current river purification methods using constructed wetlands face challenges such as low availability during droughts, high maintenance costs, and unsustainable energy consumption, particularly due to the need for frequent watering and the use of hydraulic structures like dams and pumps.

Innovation Solution

An unpowered water purification system featuring a riparian wetland with alternatively arranged wetland islands and watercourses, where the bottom surface is lower than the normal water level and the upper surface of the islands is flush, allowing for natural water exchange and purification, eliminating the need for dams or pumps, and incorporating a revetment and specific plant species for enhanced oxygenation and pollutant capture.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Shape

If wetlands are constructed higher than the water surface to achieve good landscape effects, then the landscape quality is improved, but the wetland availability decreases during drought periods and frequent watering is required increasing maintenance costs

Engineering Contradiction:
Improvelandscape qualityVSAvoidwetland availability
Core Design Contradiction:
ShapeVSReliability

Solution Approach 1:

The wetland system is designed with dynamic water level adaptation capability. The bottom of the wetland is positioned below the normal water level while the top is at or above it, allowing the wetland to naturally adjust its water level according to river fluctuations. This dynamic design enables the wetland to remain functional during both high and low water periods without requiring frequent manual intervention or maintenance watering.

Inventive Principle:
Principle #15Dynamics

2Reliability

If retaining dams are constructed in river channels to raise water level for directing river water to higher wetlands, then the wetland availability is improved, but the construction cost increases and adverse effects on river channel security and flood control ability occur

Engineering Contradiction:
Improvewetland availabilityVSAvoidhydraulic structure complexity
Core Design Contradiction:
ReliabilityVSDevice complexity

Solution Approach 1:

The invention extracts and eliminates the need for retaining dams and other hydraulic structures from the system. By positioning the wetland bottom below the normal water level, the system naturally receives river water without requiring any water level raising structures, thereby avoiding construction costs and potential adverse effects on river channel security and flood control.

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

The wetland system is designed to be self-service regarding water supply. The natural water level fluctuations of the river automatically fill the wetland when water levels are high, and the wetland maintains its function during low water periods due to its elevated top structure, eliminating the need for external hydraulic infrastructure or active water management interventions.

Inventive Principle:
Principle #25Self-service

3Productivity

If pumps are used to pump river water into higher or lower constructed wetlands to achieve water purification, then the water purification function is improved, but the energy consumption and operating cost significantly increase

Engineering Contradiction:
Improvewater purification functionVSAvoidenergy consumption
Core Design Contradiction:
ProductivityVSUse of energy by moving object

Solution Approach 1:

The wetland system performs water purification autonomously without requiring external energy input. River water naturally flows into the wetland through the permeable revetment structure, and the wetland's biological and physical processes naturally purify the water, eliminating the need for pumps or other energy-consuming water circulation equipment.

Inventive Principle:
Principle #25Self-service

Solution Approach 2:

The invention replaces mechanical water pumping systems with passive hydraulic structures. The permeable revetment allows natural water flow and filtration, substituting mechanical energy input with gravitational and hydraulic forces, thereby achieving water purification without significant energy consumption.

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

4Ease of operation

If the bottom surface of the riparian wetland is positioned below the normal water level and the upper surface is flush with it, then natural water exchange is enabled, but the risk of waterlogging may increase

Engineering Contradiction:
Improvenatural water exchangeVSAvoidwaterlogging risk
Core Design Contradiction:
Ease of operationVSReliability

Solution Approach 1:

The wetland structure exhibits spatial variation in elevation, with the bottom positioned below the normal water level for water intake and the top at or above the water level for drainage and aeration. This local quality differentiation allows the lower portions to naturally receive water while higher portions remain aerated, preventing waterlogging while maintaining natural water exchange.

Inventive Principle:
Principle #3Local quality

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 system achieves sustainable and efficient water purification in both rainy and dry conditions, reduces maintenance costs, and maintains ecological landscape benefits while avoiding the drawbacks of traditional methods, such as high energy consumption and structural complexities.

Implementation Method 1

the bottom surface of the riparian wetland is lower than the normal water level of the river, lake-pond, and the upper surface of the wetland islands is flush with the normal water level

Methodology Applied
Scientific EffectGravity-driven flow: Gravitation

Implementation Method 2

incorporating a revetment and specific plant species for enhanced oxygenation and pollutant capture

Methodology Applied
Scientific EffectAeration: Aeration

Implementation Method 3

a plant is planted on the wetland island

Methodology Applied
Scientific EffectAbsorption: Absorption (physical)

Data Source

PatentUS9994467B2Unpowered water purification system for a riverfront landscape constructed wetland
Publication Date: 2018.06.12 SUZHOU UNIV
  • US9994467B2 patent drawing
  • US9994467B2 patent drawing
  • US9994467B2 patent drawing

AI summary

The invention discloses an unpowered water purification system for a riverfront landscape constructed wetland, comprising a riparian wetland constructed along a lake-land ecotone of a river, lake-pond. The riparian wetland comprises a plurality of alternatively arranged wetland islands and watercourses formed between them. The bottom surface of the riparian wetland is lower than the normal water level of the river, lake-pond, and the upper surface of the wetlands is flush with the normal water level of the river, lake-pond. Plants are planted on the wetlands. A revetment is constructed between the riparian wetland and the river, lake-pond, and its upper surface is between the bottom surface of the riparian wetland and the upper surface of the wetlands. The invention achieves good purification and landscape effects. The purification system has some advantages such as good landscape effects, simple management without energy and power consumption, and thus is durable and stable.