Hydrodynamic Separator with Arcuate Insert for Scouring Control

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Solution Overview

Problem

Existing stormwater separation systems face challenges in handling high flow rates without scouring and washout, which can lead to the re-entrainment of particulates and contaminants, compromising the effectiveness of water treatment and potentially causing flooding.

Innovation Solution

The design incorporates a tank with an insert that separates the tank into upper and lower chambers, featuring a weir, an arcuate drop chute opening, and a perforated shroud to manage flow and prevent scouring, along with a flow control orifice plate and upflow pipe to enhance hydraulic efficiency and sediment separation.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Productivity

If the storage chamber is located in a lower part of the tank and the bypass is located in an upper part of the tank, then the separation system can handle variable fluid flow rates, but during high flows the potential for scouring and washout within the storage chamber increases

Engineering Contradiction:
Improvefluid flow rate capacityVSAvoidscouring and washout prevention
Core Design Contradiction:
ProductivityVSReliability

Solution Approach 1:

The tank is divided into an upper chamber and a lower chamber separated by an insert. The insert includes a weir at its upper side to define an intake area, with a first opening delivering liquid down into the lower chamber and a second opening delivering liquid from the lower chamber back up into the upper chamber. This segmentation allows different flow paths for different flow conditions.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The insert acts as an intermediary structure between the upper and lower chambers. It controls flow distribution through the weir and openings, mediating between the incoming influent liquid and the storage chamber to prevent direct high-velocity entry that causes scouring.

Inventive Principle:
Principle #24Intermediary (Mediator)

2Productivity

If flows through the storage chamber are increased by raising the height of the weir, then treatment flow capacity increases, but potential for scouring and washout within the storage chamber increases

Engineering Contradiction:
Improvetreatment flow capacityVSAvoidscouring and washout
Core Design Contradiction:
ProductivityVSObject-affected harmful factors

Solution Approach 1:

The insert creates localized flow control features: the weir at the upper side of the insert defines an intake area with specific flow characteristics, while the first and second openings create distinct flow paths. The arcuate shape of the first opening specifically addresses scouring by distributing flow laterally rather than concentrating it vertically.

Inventive Principle:
Principle #3Local quality

Solution Approach 2:

The first opening through the insert is of arcuate shape, with an outer arc formed by a portion of the tank wall and an inner arc formed by a downwardly extending arcuate panel of the insert. This curved geometry distributes the incoming flow more evenly across the lower chamber entrance, reducing localized high-velocity jets that cause scouring.

Inventive Principle:
Principle #14Spheroidality (Curvature)

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 effectively manages high flow rates, reduces the risk of scouring and washout, and improves sediment separation and hydraulic efficiency, ensuring effective treatment and reduced re-suspension of contaminants, thereby protecting natural water bodies from pollution.

Implementation Method 1

The insert includes a weir at an upper side of the insert to define an intake area for receiving an influent liquid

Methodology Applied
Scientific EffectHydraulic flow control:

Implementation Method 2

a first opening through the insert in the intake area for delivering liquid down into the lower chamber

Methodology Applied
Scientific EffectGravity: Gravitation

Implementation Method 3

a second opening through the insert on an opposite side of the weir for delivering liquid from the lower chamber back up into the upper chamber

Methodology Applied
Scientific EffectHydraulic flow:

Implementation Method 4

These systems generally include a tank or container including a storage or treatment chamber within which, ideally, floating particulates are retained, and non-floating particulates are allowed to settle

Methodology Applied
Scientific EffectSedimentation: Sedimentation

Implementation Method 5

The first opening is of arcuate shape... This configuration effectively manages high flow rates, reduces the risk of scouring and washout

Methodology Applied
Scientific EffectHydraulic flow distribution:

Data Source

PatentUS9827510B2Hydrodynamic separator
Publication Date: 2017.11.28 CONTECH ENGINEERED SOLUTIONS LLC
  • US9827510B2 patent drawing
  • US9827510B2 patent drawing
  • US9827510B2 patent drawing

AI summary

A separator unit includes a tank defining an internal volume and having an inlet and an outlet. An insert separates the tank into an upper chamber and a lower chamber. The insert includes a weir at an upper side to define an intake area for receiving an influent liquid, a first opening in the intake area for delivering liquid down into the lower chamber and a second opening on an opposite side of the weir for delivering liquid from the lower chamber back up into the upper chamber. The separator may include one or more of the first opening being of arcuate shape, a perforated shroud extending downward from the insert within the lower chamber and/or an upflow pipe extending downward from the second opening into the lower chamber, a bottom of the upflow pipe covered, and a slot opening in a sidewall of the upflow pipe.