How are subway infrastructure crossings managed?

A subway infrastructure crossing is the point where a new pipeline (water, sewage, gas, fiber, etc.) crosses - or runs very close to - another existing installation, a railway, a river or a road. Its design and execution combine civil engineering, precision topography and sectorial regulations to avoid damage, interference or service stoppages.

Key management steps

  1. Data collection and location of services
    Municipal GIS, as-built plans and vendor mapping. Geo-radars (GPR), electromagnetic locators and potholing to verify actual elevations.
  2. Modeling and collision detection
    Integration in BIM/3D environment to calculate minimum clearances and bending radii. Typical criteria: > 300 mm between water and gas; > 1 D in front of high voltage lines.
  3. Selection of the construction method
    EnvironmentCommon techniquesMain advantages
    Short crosses and soft soilPipe jackingmicrotunnelingControl of slope and low surface disturbance
    Lengths > 150 m or curved routesHorizontal Directional Drilling (HDD)Longer range and progressive curvature
    Rocks or little overburdenMachined tunnel or pneumatic hammerRock speed and minimum deviation
    Parks, waterways or sensitive areasHint with shirt, auger boringReduced sludge volume and environmental footprint
  4. Structural design and protection
    Steel or concrete jacket as shield pipe; filled with grout for load distribution. Anti-corrosion coatings and cathodic protection in parallel pipelines.
  5. Permits and crossing agreements
    Agreements with road/railway administrations and service holders. Vibration and settlement studies required by ADIF, Roads or Port Authorities.
  6. Construction and execution control
    Laser and gyroscope topographic stakeout (typical tolerance ± 10 mm/100 m). Real-time monitoring of thrust, torque, mud pressure and surface settlements.
  7. Testing and commissioning
    CCTV or laser probe for alignment and ovality verification. Tightness test according to EN 1610 or API RP 1110 depending on the fluid.
  8. Subsequent management
    As-built survey, GIS update and O&M manual. Scheduled inspections and telemetry to detect leaks or subsidence during the life cycle.

 

Good practice: define a "crossing window" in plan and elevation, with exclusion zone and future maintenance lane, so that new networks do not invade the critical space.