Aerobic Wastewater Clarifier with Angled Wall for Solid Separation
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Solution Overview
Problem
Conventional aerobic wastewater treatment systems face inefficiencies in separating solid waste particles from wastewater, leading to suboptimal treatment outcomes.
Innovation Solution
The system incorporates a treatment tank with an aeration chamber, a diffuser, and a clarifier with a unique angled wall configuration, along with an air inlet conduit and wastewater inlet conduit, to facilitate efficient aeration and separation of solids from liquids through continuous circulation and settling processes.
Engineering Contradictions & Design Principles
Engineering Contradiction Analysis
1Productivity
If conventional aeration and separation systems are used, then the system structure is simple, but the treatment efficiency is insufficient and solid-liquid separation is suboptimal
Solution Approach 1:
The treatment tank is divided into distinct functional zones: an aeration chamber for biological treatment and a clarifier for solid-liquid separation. This segmentation allows each zone to optimize its specific function, improving overall treatment efficiency while maintaining a manageable system structure.
Solution Approach 2:
The clarifier employs an asymmetric wall configuration with a vertical outside wall portion and an inside wall portion angled at 45-60 degrees. This asymmetric design enhances flow patterns and settling efficiency, achieving better separation performance without proportionally increasing structural complexity.
2Reliability
If conventional clarifier designs are used, then the manufacturing process is straightforward, but the separation of solids from liquids is ineffective
Solution Approach 1:
The clarifier's asymmetric wall design (vertical outside wall with 45-60 degree angled inside wall) creates optimized flow trajectories that enhance solid-liquid separation effectiveness. This geometric modification improves reliability of separation while remaining compatible with standard fabrication processes.
Solution Approach 2:
The clarifier bottom features a curved transition zone that facilitates smooth flow patterns and effective solids accumulation. This curvature design improves separation reliability by preventing dead zones and enhancing settling, while being manufacturable using conventional forming techniques.
3Productivity
If traditional aeration systems are used, then the system is easy to operate, but the aeration efficiency is insufficient for effective treatment
Solution Approach 1:
The aeration system incorporates a dedicated aeration chamber separated from the clarifier, allowing independent optimization of aeration performance. This segmentation enables efficient oxygen transfer and mixing while maintaining simple operational controls through dedicated air inlet conduits and diffusers.
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 configuration enhances wastewater treatment efficiency by effectively aerating and separating solids from liquids, resulting in a clearer effluent with reduced maintenance requirements.
Implementation Method 1
A diffuser may be provided in the aeration chamber. The diffuser may be disposed in pneumatic communication with the air inlet conduit.
Implementation Method 2
Conventional aerobic wastewater treatment systems face inefficiencies in separating solid waste particles from wastewater
Data Source
AI summary
Aerobic wastewater treatment systems may include a treatment tank having a tank interior. An aeration chamber may be provided in the tank interior. A wastewater inlet conduit may be disposed in fluid communication with the aeration chamber. An air inlet conduit may be disposed in fluid communication with the aeration chamber. A diffuser may be provided in the aeration chamber. The diffuser may be disposed in pneumatic communication with the air inlet conduit. A clarifier in the tank interior may include a vertical outside clarifier wall portion. An inside clarifier wall portion may be disposed at an acute angle to the outside clarifier wall portion. A clarifier interior may be formed by and between the outside clarifier wall portion and the inside clarifier wall portion. A clarifier inlet may establish fluid communication between the aeration chamber and the clarifier interior. An effluent outlet conduit may be disposed in fluid communication with the clarifier interior. Aerobic wastewater treatment system fabrication methods are also disclosed.


