Modular Cofferdam With Geotextile Filtration for Debris
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Solution Overview
Problem
Cofferdam construction is hindered by issues such as floating debris, challenging riverbed conditions, flooding, and site constraints, which can compromise the stability and effectiveness of cofferdam structures.
Innovation Solution
The design of modular cofferdam structures featuring steel side panels, support beams, geotextile material for filtration, and tieback rods, allowing for incremental construction and secure assembly within waterways, with options for wire screens or steel plates to retain filling materials.
Engineering Contradictions & Design Principles
Engineering Contradiction Analysis
1Reliability
If traditional cofferdam construction methods are used, then the structure can be built, but it is vulnerable to floating debris, challenging riverbed conditions, and flooding
Solution Approach 1:
The cofferdam is divided into multiple modular units that can be assembled incrementally. Each module contains standardized components (side panels, support beams, geotextile material, tieback rods) that can be pre-assembled and then connected on-site. This segmentation allows for easier deployment in challenging conditions and enables the structure to be built piece by piece despite debris and water currents.
Solution Approach 2:
Critical structural components are pre-assembled into complete modules before deployment. The side panels, support beams, geotextile material, and tieback rods are configured in advance as integrated units, allowing for quality control and reducing on-site assembly time when conditions may be unfavorable.
2Ease of operation
If cofferdam construction proceeds in challenging riverbed conditions, then the work environment can be created, but construction difficulty increases significantly
Solution Approach 1:
The construction process is segmented into standardized module assembly steps. Each module is a self-contained unit with pre-positioned components, reducing the complexity of on-site construction. Workers can assemble modules using standardized connection procedures regardless of riverbed conditions, making the construction process more manageable and less dependent on ideal site conditions.
3Productivity
If modular cofferdam modules are used, then construction efficiency is improved, but the structural complexity of individual modules increases
Solution Approach 1:
The overall cofferdam structure is segmented into multiple identical or standardized modules. While each individual module contains multiple components (side panels, support beams, geotextile material, tieback rods), the repetition of standardized designs across modules simplifies manufacturing, quality control, and assembly procedures, thereby improving construction efficiency despite the complexity of individual modules.
Solution Approach 2:
Each module is designed as a universal unit that can be deployed in various positions and configurations within the cofferdam structure. The standardized components (side panels, support beams, geotextile material, tieback rods) serve multiple functions: structural support, filtration, and connection elements. This multi-functionality reduces the variety of unique components needed, improving efficiency despite module complexity.
4Reliability
If geotextile material and wire screens are installed, then filling material retention is improved, but the assembly process becomes more complex
Solution Approach 1:
The geotextile material and wire screen components are integrated into the module assembly during pre-construction preparation. Rather than installing these filtration components separately after module assembly, they are incorporated as part of the module construction process, combining multiple functions (structural support, filtration, and material retention) into a unified assembly procedure that reduces overall process complexity.
Data Source
AI summary
A cofferdam module can include first and second side panels, outer support members that are each coupled to the outer side of one of the side panels, and two different types of inner support members that are each coupled to the inner side of each of the side panels.


