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Spiral-Wound Ultrafiltration Membrane Process for Suspended Solids Removal in a Medium-Sized Water Treatment Plant

by endalton 12 Aug 2025

Design Scale: 10,000–50,000 m³/d


I. Core Objectives

  1. Effluent Quality:
    • Turbidity ≤ 0.1 NTU
    • SDI₁₅ ≤ 3.0
    • Suspended Solids (SS) rejection >99.9%
    • Bacteria removal >6 log
    • Complete retention of Cryptosporidium and Giardia.
  2. System Recovery Rate: ≥90%
  3. Membrane Lifespan: ≥5 years (chemical cleaning interval ≥60 days)

II. Process Flow Diagram (Three-Barrier Design)

graph TD  
A[Raw Water (Surface/Reservoir)] --> B[Pretreatment] --> C[Spiral-Wound UF System] --> D[Disinfection] --> E[Clearwater Tank]  
B -->|Coagulant| F[Coagulation Tank]  
B -->|Flocculant| G[Flocculation Tank]  
C --> H[Chemical Cleaning System]  
C --> I[Compressed Air System]  

III. Key Unit Technical Specifications

(1) Enhanced Pretreatment System

Unit Design Parameters Function Control Points
Coagulation Tank Mixing time: 30–60s; G-value: 500–1000 s⁻¹ Destabilizes colloids Online turbidimeter, pH meter
Flocculation Tank Reaction time: 15–20min; G-value: 50–100 s⁻¹ Forms settleable flocs Floc camera, particle monitor
DAF Flotation Tank Dissolved air pressure: 0.4–0.6 MPa; Recycle ratio: 8–12% Removes algae/light SS Sludge concentration monitor
Self-Cleaning Filter Filtration grade: 100–200 μm; Backwash at ΔP ≥0.05 MPa Screens large particles Differential pressure sensor

Note: Pretreated water must meet SDI₁₅ ≤ 5 to prevent membrane fouling.


(2) Spiral-Wound UF System Design

Parameter Specifications
Membrane Model e.g., Hydranautics HYDRAcap 60 (8") / DOW SFP-2660
Material Hydrophilic modified PVDF (chlorine tolerance >500,000 ppm·h)
Pore Size 0.03 μm
Design Flux 50–70 LMH (L/m²·h)
Operating Pressure 0.1–0.3 MPa (ΔTMP)
Module Configuration 6-element pressure vessels; 6:4 staging (1st:2nd stage); Total area ≥60,000 m² (for 35,000 m³/d)
Operation Mode Dead-end filtration + automatic backwash (every 30–60 min)
Backwash Sequence 3-step cycle: Air scour (0.1 MPa, 30s) → Water backwash (80–120 LMH, 30s) → Forward flush (30s)
CEB (Chemically Enhanced Backwash) 200 ppm NaClO + 500 ppm NaOH (every 24h; contact time: 60s)
CIP (Cleaning-in-Place) Alkaline: 0.1% NaOH + 0.05% NaClO (40°C); Acidic: 0.2% citric acid (pH=2.5–3.0)

(3) Control & Monitoring System

  • PLC Control Logic:

    if TMP ≥ 0.25 MPa or Flux ≤ 85% design:  # Fouling warning  
        Initiate CEB  
    if TMP ≥ 0.35 MPa:                      # Severe fouling  
        Trigger CIP + Alarm  
    if SDI₅ₘᵢₙ ≥ 4.0:                       # Pretreatment failure  
        Reduce production to 70% + Boost pretreatment dosing  
  • Critical Instruments:

    • Laser turbidimeter (e.g., HACH TL23)
    • Pressure transducers (accuracy: 0.5 class)
    • Automatic SDI analyzer (sampling every 2h)
    • Residual chlorine analyzer

IV. Technical Advantages

  1. Low Energy Consumption
    • Dead-end mode + low ΔTMP → Energy use ≤0.1 kWh/m³.
  2. Shock Load Resistance
    • Tolerates turbidity spikes ≤50 NTU (vs. ≤10 NTU for submerged UF).
  3. Simplified Pretreatment
    • Direct filtration viable for reservoir water (turbidity <10 NTU).
  4. Modular Expandability
    • Pressure vessel "trains" allow phased expansion.

V. Risk Mitigation

Risk Factor Countermeasure
Low-Temp/Low-Turbidity Water PAC dosing (5–10 mg/L) + Backwash water ΔT ≤10°C.
Membrane Fiber Breakage Integrity testing (pressure decay every 24h) + 5% redundancy in modules.
Biofouling 0.1% peracetic acid in backwash (weekly) + UV disinfection in clearwell.
CIP Chemical Residues 3-stage rinse (stop when conductivity difference ≤10 µS/cm).

VI. Economics (35,000 m³/d Scale)

Item Cost
Membrane OPEX 0.12–0.18 RMB/m³
Chemical OPEX 0.05–0.08 RMB/m³
Energy OPEX 0.08–0.12 RMB/m³
Total OPEX ≤0.35 RMB/m³

VII. Validation & Compliance

  1. Performance Testing:
    • ASTM D4189-07: Membrane flux decline <5%/year.
    • ISO 15839: Bacterial retention (MS2 bacteriophage challenge).
  2. Certifications:
    • NSF/ANSI 61 (material safety).
    • GB 5749-2022 (China drinking water standards).
    • HY/T 112-2008 (UF membrane industry standards).

Documentation References:
➤ [Spiral-Wound UF Plant Technical Specification Package.pdf]
➤ [HA-7000 Series UF Membrane Performance Whitepaper]

For detailed CAD drawings, Bill of Quantities (BoQ), or membrane lifespan simulation data, contact engineering support.

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