Desilting of Dams and Reservoirs

The silting of reservoirs, resulting from the obstruction of a watercourse’s natural sediment flow, leads to a gradual loss of water capacity in the reservoir. The extent and rate of accumulation depend on the hydrological and geomorphological characteristics of the upstream basin.

Among the techniques often employed by managing entities is flushing, which involves releasing sediment downstream by opening discharge outlets. However, this method has several drawbacks:

  • Excessive increase in turbidity downstream of the barrier, significantly impacting ecosystems.
  • Limited removal of solid material, primarily confined to the drawdown cone of the discharge outlet.
  • Water loss during emptying, leading to a reduction in potential energy production.
  • Risks of breakage or malfunction of the discharge outlets.

Mechanical removal of sediments through dredging has been well-established in numerous applications involving dams and reservoirs. Utilizing specialized equipment mounted on pontoons allows for effective interventions, whether targeting specific sediment removal (such as cleaning discharge outlets) or large-scale operations aimed at increasing reservoir capacity.

Dredging with a suction-discharge system, which conveys a mixture of water and sediments through a floating pipeline, offers several advantages:

  • Ability to operate at significant depths, exceeding 100 meters.
  • Capability to perform in areas with limited accessibility, thanks to modular pontoons assembled on-site.
  • Flexibility in choosing various project options regarding the final destination of the removed sediments (e.g., downstream discharge, containment in sedimentation basins, temporary storage, transfer to mechanical treatment plants, dewatering).
  • Capacity to discharge over distances of 700–800 meters.

The amount of solid material transported depends on the sediment’s granulometric characteristics, typically ranging from 5–10% for silt-clay materials to approximately 20% for sandy materials.

Thetis Costruzioni possesses the expertise and equipment to effectively operate within reservoirs, even under challenging conditions such as mountainous basins or dredging at considerable depths (over 100 meters).

During dredging operations, to optimize excavation precision and ensure the required levels of suspended solids concentration, excavation profiles are monitored using a profiler system.

This system, specifically developed for precision control in excavation or dredging activities, utilizes software comprising various modules designed for pontoon positioning and high-precision monitoring of excavation depth, with data processing recorded during dredging activities.

A dual-antenna GPS receiver is used to determine the pontoon’s position, providing both location and excavation orientation. The system is optimized by placing the GPS receiver directly on the frame to which the pump’s winch is attached.

The profiler system integrates pre-existing information (maps and bathymetric data) with real-time data from the echo sounder. This information is displayed on a screen in both plan and sectional views. The pontoon profiles are depicted with animated drawings, while the seabed elevations are represented using different colors. The operator can thus visualize in real-time both the planimetric position and the bathymetric elevation of the dredging head relative to the excavation area.

In the plan view, the area’s color changes to reflect the new bathymetry, while in the sectional view, a line represents the path of the dredging head, indicating the new actual bathymetry. This enables the operator to control the dredging depth and be reasonably certain that a specific area has already been dredged.

Case Studies

The Ambiesta Dam

The intervention carried out at the Ambiesta Dam (UD) of the Società Elettrica Alto But S.p.A. involved the removal of approximately 5,000 cubic meters of sediment accumulated near the bottom outlets. The operation was conducted using a suction dredging system, with the sediment-water mixture conveyed through a floating pipeline to a downstream deposition area.

 

The Gioveretto Dam

If, for environmental or hydrodynamic reasons, it is not possible to discharge the sediment-water mixture downstream of the barrier, a sediment relocation system may be adopted. The accumulated sediments are removed and transferred within the reservoir to natural depressions.

During the summer of 2016, sediment removal work was carried out in front of the bottom outlet intake of the Gioveretto Dam, managed by Hydros S.r.l. A total of 8,000 m³ of sediment was removed at an average depth of 60 meters. The extracted material was hydraulically discharged into an area within the lake, characterized by a morphological depression. The dredged mixture was conveyed through a floating pipeline to a second pontoon equipped with a specialized controlled discharge system.

 

The Vizze Dam

The relocation of dredged solid material can also be carried out outside the reservoir if suitable storage areas for the removed material are available. In this case, the material is discharged into a sedimentation basin located near the reservoir, allowing for easy reintroduction of the overflow water.

In 2018, a dredging operation was conducted at the Prati di Vizze (BZ) reservoir, involving the removal of approximately 3,000 m³ of sediment accumulated in front of the bottom outlet of the weir.

The material was conveyed through a land-based pipeline into a specially constructed sedimentation basin. This basin, properly sealed with an HDPE liner, enables the separation of the solid and liquid components, with the clarified water being returned to the reservoir, thus minimizing water losses. Due to the sandy nature of the sediment, the use of a flocculation system was not required.

 

The Sabetta Dam

As an alternative to storing dredged material in geotubes—an approach particularly effective for contaminated sediments—it is possible to carry out mechanical treatment using a filter press system or, more generally, a soil washing plant.

Along with the separation of the liquid and solid phases, a granulometric separation of the material can also be performed.

In 2008, a removal operation was carried out involving approximately 80,000 m³ of sediment accumulated within the Sabetta Dam hydroelectric reservoir, managed by Edipower S.p.A. (now A2A). The intervention aimed to restore the reservoir’s usable capacity, which had been reduced by 40% due to progressive siltation caused by a significant solid input.

 

The Bussolengo and Chievo Basins

The cleaning operation of the two intake basins of Bussolengo and Chievo, managed by Hydro Dolomiti Energia, involved the use of the DRP 60-120 remote-controlled dredger, equipped with an EL 60HC electric pump powered by a 140 kVA generator.

A total of approximately 900 m³ of sediment was removed from the Bussolengo Basin and about 3,100 m³ from the Chievo Basin.

A comparison of the multibeam bathymetric surveys conducted before and after the operation highlights the effectiveness of the sediment removal interventions.