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Construction Specifications for Composite Drainage Net Installation in Reservoir Projects

I. Pre-Construction Preparation

Material Inspection

  • Verify composite drainage net specifications (mass per unit area, tensile strength, puncture resistance, permeability coefficient) against design requirements.

  • Inspect for physical damage (tears, deformations) and certify material test reports.

Site Preparation

  • Clear debris, rocks, and vegetation; level the ground to achieve ≤50 mm surface undulation.

  • Remove sharp objects to prevent net damage during installation.

II. Composite Drainage Net Installation

Positioning & Laying

  • Mark net placement areas (e.g., dam body, reservoir floor) per design drawings.

  • Install upstream-to-downstream or low-to-high to minimize wrinkles/sags.

  • Unroll nets without stretching; ensure full contact with substrate.

Connection Methods

  • Overlap joints: Minimum 300 mm overlap; secure with U-pins (spacing ≤500 mm).

  • Sewn joints: Use heavy-duty stitching machines (thread strength ≥ net strength) at ≤10 mm stitch intervals.

Special Area Treatment

  • Cut and tailor nets for corners, pipe penetrations, or irregular shapes.

  • Seal pipe penetrations with waterproof membranes/bands to maintain integrity.

III. Backfilling & Protection

Backfill Material Selection

  • Use permeable materials (sand, gravel) with ≤5% fines content.

  • Prohibit angular/sharp-edged aggregates (>5 mm particle size).

Backfilling Procedure

  • Layer thickness: 200–300 mm per lift.

  • Compaction: Lightweight equipment (≤1.5-ton vibratory rollers) within 1 m of nets; manual tamping near nets.

Protective Layer

  • Options: Geotextile (≥200 g/m²), 50 mm mortar, or 100 mm concrete.

  • Install immediately after backfilling to prevent UV degradation.

IV. Quality Control & Acceptance

Visual Inspection

  • Check for:

    • Wrinkles (>50 mm height) or voids (>100 mm diameter).

    • Loose joints (overlaps <300 mm; missing fasteners).

Performance Testing

  • Flow capacity test: Measure discharge rate (e.g., ≥10 L/min per m² under 0.1 MPa hydraulic head).

  • Permeability verification: Confirm coefficient ≥1×10⁻³ cm/s.

Documentation

  • Compile: Material certs, installation logs, inspection reports, and test results for final handover.


Key Technical Parameters

ItemRequirement
Net Overlap≥300 mm
Backfill Lift Thickness200–300 mm
Protection LayerGeotextile (≥200 g/m²) or concrete (≥100 mm)
Permeability≥1×10⁻³ cm/s

Best Practices

  • Sequential workflow: Install nets within 48 hours of site prep to minimize weather risks.

  • Safety: Use non-slip footwear during slope installations.

Composite Drainage Net Systems for Reservoirs: Engineering Precision for Reliable Water Management.



CONTACT US

COMPANY:TAI'AN CITY RUIHENG BUILDING MATERIALS CO., LTD

Contact:Nickle Nie

Tel:008615866038408

Phone:008615866038408

Email:nickle@rhgeos.com

Add:NO.3566 LONGQUAN ROAD,TAI'AN HI-TECH ZONE,SHANDONG PROVINCE,CHINA