AquaSai

๐ŸŒŠ MSR Master

Interactive Water Treatment Game

Welcome, Water Treatment Engineer!

Master the art of Membrane Bioreactor (MSR) technology through exciting challenges

๐Ÿ’ง

Configure MSR

Adjust reactor volume, membrane area, flow rate, and retention time to optimize treatment

๐ŸŽฏ

Meet Targets

Achieve water quality standards for BOD, TSS, Nitrogen, and Phosphorus removal

โญ

Score Points

Each level mastered earns points. Complete all 5 challenges to become an MSR Master!

โค๏ธ

3 Lives

Failed treatments cost lives. Think strategically to balance all parameters!

Select Your Challenge

Powered by AquaSai ๐ŸŒŠ

Contact: aquasai@uxrzone.com

AquaSai

Level 1: Municipal Wastewater

Configure your MSR system

0 Score
โค๏ธโค๏ธโค๏ธ Lives

๐Ÿšฐ Influent Water

DIRTY
BOD 200
TSS 180
Nitrogen 40
Phosphorus 8
โš™๏ธ
Bioreactor
โ†’
๐Ÿ”ฌ
Membrane
โ†’
๐ŸŒ€
Treatment
โšก

๐Ÿ’ง Effluent Water

PENDING
BOD --
TSS --
Nitrogen --
Phosphorus --
BOD
?
BOD - Biochemical Oxygen Demand
Measures organic pollution. Microorganisms consume oxygen to break down organic matter like food waste and sewage.
200 โ†’ --
Target: โ‰ค20 mg/L
โณ
TSS
?
TSS - Total Suspended Solids
Tiny particles floating in water - dirt, sand, organic matter. They make water cloudy and must be filtered out.
180 โ†’ --
Target: โ‰ค20 mg/L
โณ
Nitrogen
?
Total Nitrogen
From fertilizers and sewage, causes algae blooms and oxygen depletion. Removed through nitrification/denitrification.
40 โ†’ --
Target: โ‰ค10 mg/L
โณ
Phosphorus
?
Total Phosphorus
From detergents and fertilizers, triggers harmful algae growth. Even tiny amounts can pollute.
8 โ†’ --
Target: โ‰ค1 mg/L
โณ
Reactor Volume 100 mยณ
๐Ÿ’ก Larger = more treatment capacity
Membrane Area 50 mยฒ
๐Ÿ’ก More area = better filtration
Flow Rate 10 mยณ/h
๐Ÿ’ก Lower = more contact time
Retention Time 10 hrs
๐Ÿ’ก Longer = better nutrient removal

๐Ÿ“š MSR Treatment Principles

Understanding MSR Technology

  • Membrane Bioreactor (MSR) combines biological treatment with membrane filtration for superior water quality
  • Treats municipal, industrial, and agricultural wastewater to safe discharge standards
  • More efficient than conventional activated sludge systems

Treatment Mechanisms

  • BOD Removal: Aerobic bacteria consume organic matter, converting it to COโ‚‚ and biomass. Longer retention time = better removal
  • TSS Removal: Membrane pores (0.1-0.4 ยตm) physically block suspended particles. Larger membrane area = higher capacity
  • Nitrogen Removal: Nitrification converts NHโ‚ƒ to NOโ‚ƒ, denitrification converts NOโ‚ƒ to Nโ‚‚ gas. Requires proper oxygen control
  • Phosphorus Removal: Biological uptake by bacteria + chemical precipitation. Enhanced by longer retention

Key Parameters

  • Reactor Volume: Total volume for biological reactions. Larger = more biomass capacity
  • Membrane Area: Surface area for filtration. More area handles higher flow rates
  • Flow Rate: Water processed per hour. Lower rates allow more treatment time
  • Retention Time (HRT): How long water stays in system. Longer = more complete treatment
  • SRT (Solids Retention Time): Age of biomass. Calculated from volume/flow ratio. Older biomass = better treatment

Optimization Tips

  • Balance all four parameters - no single "magic setting"
  • High pollution loads need larger reactor volume + longer retention
  • Membrane area primarily affects TSS removal
  • Nitrogen removal benefits most from long retention times
  • Each level has multiple valid solutions - experiment!