Coarse and Fine Grid Matching System


Coarse & Fine Screen Units in Municipal WWTPs

Core Pretreatment Components

Configuration varies based on screen type (e.g., chain, rake, drum) to match hydraulic and waste characteristics.

Coarse & Fine Screen Units in Municipal WWTPs

Core Pretreatment Components

Configuration varies based on screen type (e.g., chain, rake, drum) to match hydraulic and waste characteristics.


Product Details

Ⅰ. Screen Host Unit (Primary Variant)

① Coarse Screens (Aperture ≥20mm)

Type

Application

Key Features

Chain Screen

Deep channels (>5m)

Heavy-duty rakes for large debris (branches, plastics)

Rake Screen

Medium-shallow channels (2-5m)

Adjustable gaps (20-50mm), requires high-pressure wash

High-Chain Screen

High-flow plants

Impact-resistant for combined sewer systems

 

② Fine Screens (Aperture 1-10mm)

Type

Application

Key Features

Step Screen

Fiber-rich wastewater

Gradual lifting (1-6mm gaps), handles hair/textiles

Internal Drum Screen

Space-limited plants

Center-feed design (3-10mm), precision backwash needed

Rotary Drum Screen

Compact layouts

Integrated screening + screw press (0.5-6mm)

 

Ⅱ. Hydraulic Auxiliary Units (Channel/Tank Systems)

Component

Function

Compatible Screen Types

Inlet Channel

Velocity control (0.6-1.0 m/s), anti-sedimentation; isolation gates

All types

Overflow Bypass

Protects screens during peak flows (>Qdesign)

High-chain/Rake (storm events)

Post-screen Zone

Stabilization (length ≥5×width), laminar flow

Internal Drum/Rotary Drum

Washwater Tank

High-pressure system (0.3-0.5 MPa), inline filters

Rake/Step (wash-dependent)

 

Ⅲ. Screenings Handling Unit

① Conveyance Systems

Belt Conveyor: For chain/high-chain coarse screens; ≤30° incline, corrosion-resistant

Screw Conveyor: Step/Rotary drum fine screens; pre-dewatering (↓15% moisture)

Shaftless Spiral: Tangle-proof design for fibrous waste

 

② Dewatering & Compaction

Hydraulic Baler: Coarse debris (bottles/wood); compression ratio ≥3:1

Screw Press: Fine organic sludge (80%→60% moisture); volume reduction

Centrifuge: High-organics sludge (e.g., food processing); solids ↑40%

 

③ Sanitation & Containment

UV Disinfection: Pathogen control (30-40 mJ/cm² dose for Vibrio)

 Negative Pressure Hood: H₂S removal >90% via biofilter linkage

 

Ⅳ. Control & Safety Systems

① Smart Automation

• Level differential (Δh≥0.3m) → Screen speed boost + intensified washing

• Torque overload (≥120% rated) → Auto-reverse anti-jamming

 

② Intrinsic Safety

• Rotating part enclosures (ISO 13857 compliant)

• Emergency stop + CO/O₂ monitoring in screen wells

 

Appendix: Configuration Comparison

Screen Type

Gap (mm)

Core Modules

Maintenance Challenges

Chain Coarse Screen

20-100

Rake + Belt conveyor + Baler

Chain wear (2-year replacement)

Step Fine Screen

1-6

Step panels + Shaftless spiral + Press

Shaft clogging (daily washing)

Rotary Drum Screen

0.5-3

Drum mesh + Integrated press + UV

High washwater use (3m³/t waste)

 

Integration Principle

Design must consider influent impurities (e.g., grit chambers for sandy combined sewers), space constraints (drum screens use 60% less area than step screens), and automation needs (smart wash algorithms reduce energy by 20%) to avoid operational bottlenecks from over-emphasis on host units.

Ⅰ. Screen Host Unit (Primary Variant)

① Coarse Screens (Aperture ≥20mm)

Type

Application

Key Features

Chain Screen

Deep channels (>5m)

Heavy-duty rakes for large debris (branches, plastics)

Rake Screen

Medium-shallow channels (2-5m)

Adjustable gaps (20-50mm), requires high-pressure wash

High-Chain Screen

High-flow plants

Impact-resistant for combined sewer systems

 

② Fine Screens (Aperture 1-10mm)

Type

Application

Key Features

Step Screen

Fiber-rich wastewater

Gradual lifting (1-6mm gaps), handles hair/textiles

Internal Drum Screen

Space-limited plants

Center-feed design (3-10mm), precision backwash needed

Rotary Drum Screen

Compact layouts

Integrated screening + screw press (0.5-6mm)

 

Ⅱ. Hydraulic Auxiliary Units (Channel/Tank Systems)

Component

Function

Compatible Screen Types

Inlet Channel

Velocity control (0.6-1.0 m/s), anti-sedimentation; isolation gates

All types

Overflow Bypass

Protects screens during peak flows (>Qdesign)

High-chain/Rake (storm events)

Post-screen Zone

Stabilization (length ≥5×width), laminar flow

Internal Drum/Rotary Drum

Washwater Tank

High-pressure system (0.3-0.5 MPa), inline filters

Rake/Step (wash-dependent)

 

Ⅲ. Screenings Handling Unit

① Conveyance Systems

Belt Conveyor: For chain/high-chain coarse screens; ≤30° incline, corrosion-resistant

Screw Conveyor: Step/Rotary drum fine screens; pre-dewatering (↓15% moisture)

Shaftless Spiral: Tangle-proof design for fibrous waste

 

② Dewatering & Compaction

Hydraulic Baler: Coarse debris (bottles/wood); compression ratio ≥3:1

Screw Press: Fine organic sludge (80%→60% moisture); volume reduction

Centrifuge: High-organics sludge (e.g., food processing); solids ↑40%

 

③ Sanitation & Containment

UV Disinfection: Pathogen control (30-40 mJ/cm² dose for Vibrio)

 Negative Pressure Hood: H₂S removal >90% via biofilter linkage

 

Ⅳ. Control & Safety Systems

① Smart Automation

• Level differential (Δh≥0.3m) → Screen speed boost + intensified washing

• Torque overload (≥120% rated) → Auto-reverse anti-jamming

 

② Intrinsic Safety

• Rotating part enclosures (ISO 13857 compliant)

• Emergency stop + CO/O₂ monitoring in screen wells

 

Appendix: Configuration Comparison

Screen Type

Gap (mm)

Core Modules

Maintenance Challenges

Chain Coarse Screen

20-100

Rake + Belt conveyor + Baler

Chain wear (2-year replacement)

Step Fine Screen

1-6

Step panels + Shaftless spiral + Press

Shaft clogging (daily washing)

Rotary Drum Screen

0.5-3

Drum mesh + Integrated press + UV

High washwater use (3m³/t waste)

 

Integration Principle

Design must consider influent impurities (e.g., grit chambers for sandy combined sewers), space constraints (drum screens use 60% less area than step screens), and automation needs (smart wash algorithms reduce energy by 20%) to avoid operational bottlenecks from over-emphasis on host units.



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