Hydraulic Performance Optimization of Perforated Steel-Belt PE Composite Pipes for Drainage ——Cooperative Design of Infiltration and Drainage for Sponge City LID Facilities

1. Research Background


Perforated steel-belt PE composite pipes, with a "steel reinforcement + HDPE matrix + regular perforations" structure (Figure 1), are core components for sponge city stormwater infiltration systems. Compared to ordinary PE perforated pipes, their ring stiffness increases by 50%, but engineering issues exist:


  • Perforation rate >25% causes 22% strength reduction (GB/T 19472.2 critical value)
  • 41% blockage rate after 3 years due to sediment (2024 MOHURD report)

2. Core Issue: Perforation Structure Conflict

2.1 Performance Parameter Conflicts


Parameter Infiltration Requirement Structural Requirement Traditional Design Conflict
Perforation rate (%) ≥20 ≤25 Performance inflection at 22-24%
Hole diameter (mm) 8-12 (for infiltration) ≤10 (anti-blockage) Common 10mm causes dilemma
Hole distribution Uniform Avoid steel reinforcement area Symmetric holes cause stress concentration

2.2 Blockage Mechanism


Through sediment infiltration tests (ISO 11733), blockage occurs in stages:
![Blockage Process Schematic](Figure 2)


  • Physical blockage (0-6 months): Particles >0.5mm mechanical interception
  • Biological blockage (6-24 months): Algae filter cake formation
  • Chemical blockage (>24 months): Calcium-magnesium crystallization

3. Perforation Structure Optimization

3.1 Multi-Objective Parameter Optimization


Using Taguchi method to optimize perforation rate (A), hole diameter (B), hole spacing (C):


Scheme Perforation Rate (%) Hole Diameter (mm) Hole Spacing (mm) Infiltration Coefficient (m/d) Ring Stiffness (kN/m²) Blockage Cycle (months)
A 20 8 50 12.5 12.8 18
B 22 9 40 15.2 11.5 24 (Optimal solution)
C 25 10 30 16.8 9.2 20


Optimization Breakthroughs:


  • Non-uniform holes: Increased spacing by 20% in stress areas
  • 9mm hole diameter: Balances infiltration and anti-blockage

3.2 Bionic Hole Design


Inspired by lotus leaf microstructure (Figure 3), added inverted cone 导流槽 at hole openings:


  • Infiltration efficiency +18%
  • Sediment passage rate +35%
  • Self-cleaning ability enhanced

4. Engineering Solutions

4.1 Sponge City Specific Standard


Based on GB/T 51345-2018, internal control indicators:


Parameter GB Requirement Optimized Standard Test Method
Average hole diameter (mm) 5-15 8-10 Image analysis
Water permeability (L/(m·s)) ≥0.1 0.15 Custom infiltration test
Anti-blockage cycle (months) - ≥24 Sediment circulation test

4.2 Anti-Blockage Construction


"Three-Layer Protection" installation:


  1. Filter layer: 200g/m² geotextile (O95=0.075mm)
  2. Drainage layer: 5-10mm gravel (porosity >40%)
  3. Monitoring layer: Flow sensors every 50m (30% blockage warning threshold)

5. Field Test Case: Sponge City Project


Index Traditional Pipe Optimized Pipe Standard Requirement
Annual infiltration (m³) 1200 1800 -
5-year blockage rate (%) 38 9 ≤15
Ring stiffness retention (%) 65 82 ≥60
Maintenance cost (¥/year·km) 12,000 4,500 -

6. Future Technologies

6.1 Smart Variable-Aperture Pipe


Using shape memory alloy to control hole size (Figure 4):


  • Expands to 12mm during storms
  • Maintains 9mm under normal conditions

6.2 Microbial-Induced Self-Healing


Inoculated Bacillus pasteurii forms calcium carbonate crystals on hole surfaces:


  • pH resistance expanded to 4-10
  • Crack self-healing rate 70%


Conclusion
This paper resolves performance conflicts through perforation optimization + anti-blockage technology + intelligent control. As a professional supplier, we provide:
✅ Custom perforation parameter design
✅ Sponge city infiltration system solutions
✅ Pipe health monitoring platform


Keywords: Perforated steel-belt PE composite pipe, hydraulic performance, anti-blockage, sponge city, LID facilities

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