How to Select a Multimedia Filter | Buyer’s Guide

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How to Select a Multimedia Filter | Buyer’s Guide

ANLISI Engineering · April 2026 · Engineering Guide

Buyer’s GuideVessel Sizing · Flow Rate · Material SelectionANLISI Engineering · 7 min read
10 m/htypical design velocity
SS304 / SS316L / FRPstandard vessel materials
5 μmtarget outlet particle size

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 TypeRecommended VelocityNotes
Raw groundwater (low TSS)10–15 m/hStandard operation
Surface water / river water8–12 m/hHigher TSS, slow down
Pre-RO treatment8–10 m/hProtect membrane, conservative
Cooling tower makeup12–15 m/hTypical TSS, fast acceptable
Industrial process water6–10 m/hDepends 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.

LayerMediaTypical DepthFunction
TopAnthracite coal300–500 mmCaptures large suspended solids
MiddleSilica sand300–400 mmIntermediate filtration
BottomGarnet sand100–150 mmFine polishing, supports above layers
SupportGravel150–200 mmPrevents 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

MaterialBest ForAvoid When
304 Stainless SteelNeutral water, RO pretreatment, food & beverageChloride-rich water > 200 ppm Cl⁻
316L Stainless SteelSeawater pretreatment, coastal installations, pharmaceuticalBudget-constrained, low-corrosion applications
FRP (Fiberglass)Chemical dosing, high-chloride water, outdoor installationsHigh-pressure (> 1.0 MPa), abrasive media
Rubber-lined Carbon SteelLarge industrial systems > 2,000 mm diameter, cost-drivenPharmaceutical, 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

ModelDiameterService FlowBackwash FlowConnection
MF-800800 mm4–6 m³/h8–10 m³/hDN50
MF-12001,200 mm9–14 m³/h18–20 m³/hDN65
MF-16001,600 mm16–20 m³/h32–38 m³/hDN80
MF-20002,000 mm25–31 m³/h48–58 m³/hDN100
MF-24002,400 mm36–45 m³/h68–82 m³/hDN125
MF-30003,000 mm56–70 m³/h106–126 m³/hDN150

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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