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Booster Pump Stations in Dredging & Reclamation: Technology, Application & Calculation
2026-04-10 11:07:49     Category:Technical Resources     Browse number:207     Release time:2026-04-10 11:07:49

Booster Pump Station for Dredging & Reclamation Engineering


1. Definition

A booster pump station (relay pump vessel / relay pump station) is a pressurizing pump unit connected in series on the discharge pipeline to extend the dredging distance of cutter suction dredgers and silt blowing vessels. Floating booster pump vessels are used on water, and onshore booster pump stations are used on land. They are typically installed in series.

2. Application Conditions

A booster pump shall be installed when the pump power of a dredger or silt blowing vessel cannot meet the pipeline transportation distance requirement and the project volume is large.

3. Core Functions

  1. Increase slurry delivery pressure and extend discharge distance

  2. Ensure no pipeline blockage during long-distance, high-lift transportation

  3. Share the load of the main dredge pump and protect equipment

  4. Support multi-vessel combined construction for ultra-long-distance reclamation

4. Location Selection Requirements

4.1 General Requirements

  1. Inlet pressure of booster pump shall not be less than 0.1 MPa

  2. Installed in series

4.2 Floating Booster Pump Vessel

  1. Sufficient water depth, stable wind, wave and current conditions

  2. Minimal interference to navigation and construction

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4.3 Onshore Booster Pump Station

  1. Stable foundation with sufficient bearing capacity

  2. Meet equipment transportation, water and power supply requirements

  3. Reduce construction noise impact on the surrounding environment

5. Construction Requirements for Booster Pumps

  1. Inlet: air release valve, vacuum pressure gauge, vent valve

  2. Outlet: pressure gauge

  3. Reliable communication with ≥2 methods, at least one dedicated non-public system

  4. Unified coordination for system start-up and parameter adjustment

  5. Shutdown: start from the last stage booster pump, reduce speed step by step, stop one by one after system stabilization

6. Combined Construction Modes (Full Original Table)

Features of combined construction:
  • At least two types of dredgers

  • Relatively long transportation or discharge distance

Table: Typical Combined Construction Modes

Combined Construction ModeApplicable ConditionsAdvantagesDisadvantages
Bucket Dredger / Other Dredger + Barge + Blowing VesselInland river or calm sea area; silt, sandy soil, soft clay; available mud channel and berthingUnlimited transport distance1. Poor adaptability to wind, wave and soil2. Many equipment, heavy organization3. High construction interference
Trailing Suction Dredger + Mud Pit + Cutter Suction DredgerSuitable for trailing suction dredger; mud channel available; mud pit near reclamation area with low wind/wave/current1. Strong adaptability to wind, wave, soil2. Unlimited transport distance3. High construction capacity1. High requirement for mud channel2. Large mud pit, limited by flow velocity3. Dumping diffusion affects surrounding water
Bucket Dredger / Other Dredger + Barge + Mud Pit + Cutter Suction DredgerInland river or calm sea area; mud channel available; mud pit near reclamation area with low wind/wave/current1. Unlimited transport distance2. Continuous cutter operation, high capacity3. Strong soil adaptability1. Poor wave resistance2. Many equipment, heavy organization3. High construction interference4. Strict mud pit & flow velocity requirement5. Diffusion may cause pollution or siltation
Cutter Suction Dredger + Barge + Blowing VesselInland river or calm sea area; long water distance; sandy soil; mud channel & berthing available1. Cutter capacity not limited by transport2. Less pipeline abrasion1. Intermittent blowing, pipeline cleaning required2. Soil loss and diffusion during loading
Cutter Suction Dredger + Barge + Mud Pit + Cutter Suction DredgerInland river or calm sea area; long water distance; coarse sand, gravel, soft rock; mud channel & mud pit available1. Cutter capacity not limited by distance2. Independent dredging & blowing, continuous work3. Soil disposal not limited by water distance1. Needs mud channel, limited by wave2. Loss, diffusion, secondary back-siltation3. Large mud pit, limited by flow velocity4. Dumping diffusion affects surrounding water
Trailing Suction / Cutter / Blowing Vessel + Booster PumpDischarge distance exceeds reasonable range; booster stations available along pipelineExtend discharge distance1. Intermittent connection operation2. High coordination requirement, difficult organization


7. Typical Project Case: Wangyao Reservoir Dredging Project

  1. Project scale: total dredging volume 16,000,000 m³, contracted 10,760,000 m³

  2. Transport distance: 14 km, lift 53 m

  3. System configuration: 3-stage booster pump stations

  4. Features: fully enclosed pipeline, all-electric drive, intelligent IoT, dredger-pump-storage dam linkage

  5. Result: daily output 25,000 m³, long-distance, high-lift, pollution-free delivery


8. Calculation Content (Extracted Only From Your Documents)

No hydraulic calculation formulas for booster pumps are provided in your documents. Only the following are included:
  • System start/stop control logic

  • Pressure requirement (≥ 0.1 MPa)

  • Communication and coordination requirements

  • Capacity matching logic for combined construction



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