How to Select a Multimedia Filter | Buyer’s Guide
ANLISI Engineering · April 2026 · Engineering Guide
How to Select the Right Multimedia Filter: A Buyer’s Guide
Selecting the wrong multimedia filter is one of the most common — and expensive — mistakes in water treatment system design. Undersized vessels lead to poor effluent quality; oversized ones waste capital and footprint. This guide walks you through every decision point.
Step 1: Define Your Flow Rate and Duty
Before you look at any catalog, you need two numbers:
- Peak service flow rate (m³/h) — the maximum flow the filter must handle in operation
- Duty cycle — is this continuous 24/7 service, or batch operation with idle periods?
Rule of thumb: Add 15–20% margin above your average flow rate to account for future expansion and flow surges.
Step 2: Choose the Right Service Velocity
Multimedia filters operate at a surface loading rate — the flow divided by the vessel cross-sectional area — measured in m/h.
| Water Type | Recommended Velocity | Notes |
|---|---|---|
| Raw groundwater (low TSS) | 10–15 m/h | Standard operation |
| Surface water / river water | 8–12 m/h | Higher TSS, slow down |
| Pre-RO treatment | 8–10 m/h | Protect membrane, conservative |
| Cooling tower makeup | 12–15 m/h | Typical TSS, fast acceptable |
| Industrial process water | 6–10 m/h | Depends on contaminant load |
To calculate vessel diameter:
Area (m²) = Flow Rate (m³/h) ÷ Velocity (m/h)
Diameter (mm) = √(Area / 0.785) × 1000
Example: 20 m³/h at 10 m/h → Area = 2.0 m² → Diameter ≈ 1,600 mm
Step 3: Select Your Media Layers
The "multi" in multimedia refers to layered media of different densities that stratify after backwash — coarser on top, finer at bottom — enabling depth filtration rather than surface filtration.
| Layer | Media | Typical Depth | Function |
|---|---|---|---|
| Top | Anthracite coal | 300–500 mm | Captures large suspended solids |
| Middle | Silica sand | 300–400 mm | Intermediate filtration |
| Bottom | Garnet sand | 100–150 mm | Fine polishing, supports above layers |
| Support | Gravel | 150–200 mm | Prevents media migration into underdrain |
When to add a 4th layer (garnet): If your target effluent turbidity is < 1 NTU, add a garnet layer. For standard pre-RO treatment targeting < 5 NTU, a 3-layer system is sufficient.
Step 4: Choose Vessel Material
| Material | Best For | Avoid When |
|---|---|---|
| 304 Stainless Steel | Neutral water, RO pretreatment, food & beverage | Chloride-rich water > 200 ppm Cl⁻ |
| 316L Stainless Steel | Seawater pretreatment, coastal installations, pharmaceutical | Budget-constrained, low-corrosion applications |
| FRP (Fiberglass) | Chemical dosing, high-chloride water, outdoor installations | High-pressure (> 1.0 MPa), abrasive media |
| Rubber-lined Carbon Steel | Large industrial systems > 2,000 mm diameter, cost-driven | Pharmaceutical, food-grade requirements |
Step 5: Specify Backwash Requirements
Multimedia filters must be backwashed regularly to flush accumulated solids and re-stratify the media. Neglecting backwash design is the #1 cause of premature media loss and bed compaction.
Backwash velocity: 15–20 m/h (must expand bed by 30–50%) Backwash duration: 8–15 minutes Backwash water volume: typically 3–5% of total throughput
Critical: If your system has no clean water source for backwash, you must include a backwash water tank sized for at least 1.5× vessel volume. Don’t overlook this in your P&ID.
Step 6: Pressure Drop Allowance
A clean multimedia filter has a pressure drop of 30–60 kPa at design velocity. Budget 100–150 kPa as the high-fouling condition before triggering backwash. If your system cannot provide this differential, reconsider your pump head or split the load across two vessels in parallel.
Step 7: Common Sizing Mistakes
1. Undersizing to save cost — A vessel one size smaller costs 15% less but requires 40% more frequent backwash and delivers worse effluent 2. Ignoring backwash flow — Many designers size the service pump but forget that backwash requires 1.5–2× service flow at higher velocity 3. Wrong media for the application — Using standard silica sand for iron-rich groundwater causes rapid cementation; use a specific iron removal media or manganese greensand instead 4. No differential pressure gauge — Without ΔP monitoring, operators don’t know when to backwash; install one across every filter
Quick Reference: ANLISI Standard Models
| Model | Diameter | Service Flow | Backwash Flow | Connection |
|---|---|---|---|---|
| MF-800 | 800 mm | 4–6 m³/h | 8–10 m³/h | DN50 |
| MF-1200 | 1,200 mm | 9–14 m³/h | 18–20 m³/h | DN65 |
| MF-1600 | 1,600 mm | 16–20 m³/h | 32–38 m³/h | DN80 |
| MF-2000 | 2,000 mm | 25–31 m³/h | 48–58 m³/h | DN100 |
| MF-2400 | 2,400 mm | 36–45 m³/h | 68–82 m³/h | DN125 |
| MF-3000 | 3,000 mm | 56–70 m³/h | 106–126 m³/h | DN150 |
Custom sizes from DN300 to DN4000 available. Contact us with your flow rate and water analysis.
Summary: Selection Checklist
- [ ] Peak flow rate defined (with 15–20% margin)
- [ ] Service velocity selected based on water type
- [ ] Vessel diameter calculated
- [ ] Media layers specified (2-layer, 3-layer, or 4-layer)
- [ ] Vessel material selected based on water chemistry
- [ ] Backwash flow and water source confirmed
- [ ] Differential pressure monitoring included
- [ ] Downstream 5 μm cartridge filter specified (if before RO)
Need help sizing your system? Send us your water analysis and flow requirements — our engineers will respond with a recommended configuration within 24 hours.
Send us your flow rate, source water quality, and downstream requirements — we’ll recommend the vessel size, media spec, and material grade.
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