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Key Design Parameters

Critical Values for System Sizing

10-20
m/h
Hydraulic Loading
10-30
minutes
EBCT (Typical)
1.0-2.0
m
Bed Depth
25-35
m/h
Backwash Rate
1:1.5
to 1:4
Diameter:Depth

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GAC Filter Sizing Procedure

Step-by-Step Design Process

1

Determine Design Flow Rate

Identify the maximum instantaneous flow rate the system must treat. Consider peak flows, future expansion, and safety factors.

Q_design = Q_average × Peaking Factor × Safety Factor
2

Select Empty Bed Contact Time (EBCT)

EBCT is the theoretical residence time of water in the carbon bed. Higher EBCT provides better contaminant removal and longer bed life.

EBCT = (Bed Volume / Flow Rate) × 60 [minutes]
ApplicationRecommended EBCT
Chlorine removal2-5 minutes
Taste & odour control5-10 minutes
VOC removal10-20 minutes
PFAS treatment15-30 minutes
3

Calculate Required Carbon Volume

Using the selected EBCT and design flow rate, calculate the total carbon bed volume required.

V_carbon = Q × EBCT / 60 [m³]

Example Calculation

For Q = 50 m³/h and EBCT = 15 minutes:
V_carbon = 50 × 15 / 60 = 12.5 m³

4

Determine Bed Dimensions

Select bed depth and calculate required vessel diameter. Typical bed depths range from 1.0-2.0 metres.

A = V_carbon / Bed Depth [m²]
D = √(4 × A / π) [m]

Example Calculation

For V_carbon = 12.5 m³ and Bed Depth = 1.5 m:
A = 12.5 / 1.5 = 8.33 m²
D = √(4 × 8.33 / π) = 3.26 m (use 3.2 m standard)

5

Verify Hydraulic Loading

Calculate the superficial velocity (hydraulic loading) and verify it falls within acceptable range (10-20 m/h).

v = Q / A [m/h]

Example Calculation

For Q = 50 m³/h and A = 8.04 m² (D=3.2m):
v = 50 / 8.04 = 6.2 m/h (acceptable)

6

Determine Number of Vessels

For larger systems, multiple vessels in parallel provide redundancy and allow maintenance without system shutdown.

Total Flow (m³/h)Recommended Configuration
< 50Single vessel
50-1502 vessels (1+1 or 2×50%)
150-4003 vessels (2+1 or 3×50%)
> 4004+ vessels (3+1 or 4×50%)

Design Considerations

Critical Factors for Optimal Performance

Pretreatment Requirements

GAC filters require adequate pretreatment to prevent fouling and extend carbon life:

  • Suspended solids: < 5 mg/L (preferably < 1 mg/L)
  • Iron: < 0.3 mg/L to prevent precipitation
  • Manganese: < 0.05 mg/L
  • Oil & grease: < 1 mg/L
  • Recommended pretreatment: Coagulation, sedimentation, filtration

Underdrain System

Proper underdrain design ensures uniform collection and distribution:

  • Header-lateral systems: Most common, good distribution
  • Plenum systems: Simple, suitable for small vessels
  • Strainer systems: Excellent for fine carbon
  • Support media: Graded gravel layers (typically 300-500mm)
  • Air scour capability: Recommended for effective backwash

Backwash System Design

Effective backwash is essential for maintaining bed performance:

  • Backwash rate: 25-35 m/h (expand bed 30-50%)
  • Backwash duration: 10-20 minutes
  • Frequency: When headloss reaches 0.5-1.0 bar
  • Air scour: 3-5 minutes at 50-80 m/h before water wash
  • Surface wash: Recommended for heavy solids

System Configurations

Parallel, Series & Lead-Lag Arrangements

Parallel Configuration

Multiple vessels operating simultaneously, sharing the total flow. Provides redundancy and flexibility.

Advantages
  • Redundancy for maintenance
  • Flow splitting reduces headloss
  • Easy capacity expansion
  • Individual vessel isolation

Applications
  • Large flow systems
  • Critical applications
  • Variable flow conditions
  • 24/7 operations

Series (Lead-Lag) Configuration

Two vessels in series, with the lead vessel removing most contaminants and the lag vessel providing polishing and backup capacity.

Advantages
  • Maximum carbon utilisation
  • Extended breakthrough time
  • Consistent effluent quality
  • Easy lead/lag rotation

Applications
  • Stringent effluent requirements
  • High-value applications
  • Variable influent concentrations
  • Cost-sensitive operations

Multi-Stage Configuration

Multiple GAC stages with different carbon types or different treatment objectives at each stage.

Example: Chlorine + VOC Removal
  • Stage 1: Catalytic carbon for chloramine
  • Stage 2: High-capacity carbon for VOCs
  • Stage 3: Polishing carbon

Example: Biological GAC
  • Stage 1: Rapid adsorption
  • Stage 2: Biological degradation
  • Stage 3: Final polishing

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Gac Vs Pac

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Speak to Our Engineers

Discuss your specific requirements with our technical team and receive a tailored proposal for your project.

Contact Us

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