MBBR Component Specifications

Standard materials and specifications for Tomorrow Water MBBR systems. Custom configurations available upon request.

Component Material / Standard Specification
BIOFILM MEDIA SYSTEM
Biofilm Media Carriers HDPE
High-Density Polyethylene
Specific surface area: 500 m2/m3
Specific gravity: 0.95–0.97
Media fill ratio: 30–65%
Operating temp: 5–40°C
Media Retention Screens SS304
Stainless Steel 304
Wedge-wire or perforated plate construction
Screen opening: 8–12 mm
Full reactor cross-section coverage
Self-supporting frame
AERATION SYSTEM
Fine Bubble Diffusers EPDM Membrane
Non-Clog Design
Bubble size: 1–3 mm
SOTE: 6–8% per meter submergence
Air flux: 0.5–2.0 Nm3/hr per diffuser
Anti-backflow check valves included
Aeration Piping & Headers SS304 / CPVC Schedule 10 SS304 headers (standard)

Flanged connections
Air Blower Oil-Free Rotary Lobe
or High-Speed Turbo
Discharge pressure: 5–8 psig
Oil-free operation (standard)
VFD control available
TEFC motor enclosure
Aeration Control DO Probe + Automated Controls Dissolved oxygen setpoint: 2–4 mg/L
4–20 mA analog output
SCADA-ready signal output
Manual override capability
REACTOR TANK
Tank — Carbon Steel / Epoxy CS + Epoxy Lining ASTM A36 carbon steel - Most economical option for large-volume reactors
Interior: 20–25 mil epoxy coating
Exterior: Primer + finish coat
Designed per AWWA D100 / API 650
Tank — FRP (Fiberglass) FRP
Fiberglass Reinforced Plastic
ASTM D3299 / D4097 - Ideal for corrosive or chemical wastewater streams
Corrosion barrier liner: C-glass / Nexus
Wall thickness per pressure & vacuum rating
UV-resistant outer layer
Tank — Stainless Steel SS304 / SS316L 304 standard; 316L for high-chloride environments

Typical MBBR System Capacity Ranges

Flow Range Reactor Volume (Total) No. of Reactors Approx. System Footprint Air Flow (SCFM) Blower Power Typical BOD Removal
10,000 – 30,000 GPD
38 – 114 m³/day
2,500 – 7,500 gal
9.5 – 28 m³
1 – 2 10' × 8' – 16' × 10'
per reactor
30 – 100 3 – 10 HP 90 – 95%
30,000 – 50,000 GPD
114 – 189 m³/day
7,500 – 12,500 gal
28 – 47 m³
2 – 3 16' × 10' – 20' × 12'
per reactor
100 – 175 10 – 20 HP 90 – 95%
50,000 – 100,000 GPD
189 – 379 m³/day
12,500 – 25,000 gal
47 – 95 m³
2 – 4 20' × 12' – 26' × 14'
per reactor
175 – 350 20 – 40 HP 90 – 95%
100,000 – 250,000 GPD
379 – 946 m³/day
25,000 – 62,500 gal
95 – 237 m³
3 – 6 26' × 14' – 32' × 16'
per reactor
350 – 900 40 – 90 HP 90 – 95%
250,000 – 500,000 GPD
946 – 1,893 m³/day
62,500 – 125,000 gal
237 – 473 m³
4 – 8 32' × 16' – 40' × 20'
per reactor
900 – 1,800 90 – 180 HP 90 – 95%
500,000+ GPD
>1,893 m³/day
125,000+ gal
473+ m³
6 – 12+ Custom — multi-train configuration 1,800+ 180+ HP 90 – 95%

Design Basis: Values based on hydraulic retention time (HRT) of 6–8 hours and food & beverage influent BOD of 500–1,500 mg/L. Municipal or lower-strength wastewater (<300 mg/L BOD) will result in smaller reactor volumes for the same flow rate.  |  Media Fill: 40–55% by volume (standard).  |  BOD Loading Rate: 2–5 kg BOD/m³·day (food & beverage).  |  All systems are custom-engineered to site-specific flow, loading, and permit conditions. Contact Tomorrow Water for a site-specific sizing and budgetary proposal.