Process Survey
Flow rate, basin type and silo requirements are reviewed during the wastewater treatment survey.
WORK PROCESS
Flow rate, basin type and silo requirements are reviewed during the wastewater treatment survey.
Reinforced concrete, slipform and steel are written into a single wastewater treatment package.
Basin cross-sections, watertightness and equipment loads are calculated.
Basins, the sludge digester and galleries are brought together in a single plan.
Wet working areas, excavations and the crane corridor are prepared.
Wastewater treatment structures are cast under controlled conditions, followed by equipment installation.
Watertightness and elevation records are handed over to the plant operator.
EXECUTION
The municipal or industrial wastewater flow rate determines the basin and silo cross-sections.
The slipformed silo, concrete basins and steel equipment are all part of the same plant layout.
OHS for wet working areas takes priority. A watertightness report is provided at handover.
ABOUT THE SERVICE
Wastewater treatment plants are complex facilities designed to bring domestic or industrial wastewater up to defined discharge or reuse criteria by passing it through physical, chemical and biological processes. In these plants, reinforced-concrete basins, tanks, digesters, equalisation structures, process buildings, steel platforms and mechanical equipment all operate as one system.
Every treatment plant has its own process configuration. Depending on the characteristics of the wastewater, the daily flow rate and the target effluent quality, the number and volume of tanks and the equipment layout can vary. Construction work must therefore progress in line with the process design.
Rayf Teknik's approach to wastewater treatment structures is never to consider the reinforced-concrete structure and the mechanical installations in isolation. Pipe penetrations, weirs, valves, mixer connections and maintenance platforms are assessed before concrete work begins, so that the necessary embedded items are positioned in accordance with the design.
For tall cylindrical treatment tanks or digester structures, the slipform method can be a viable option. Particularly where the vertical perimeter wall has a continuous geometry, a slipform system allows the reinforced-concrete shell to rise steadily. Concrete placement, reinforcement fixing and formwork movement all continue within a single production programme.
Watertightness is especially important in reinforced-concrete structures that will be in constant contact with water and wastewater. Homogeneous concrete placement, reinforcement detailing and correct execution of penetration zones have a direct impact on performance during operation. The focus must therefore be not only on fast concrete production but also on workmanship quality.
On structures built by slipforming, the concrete setting time is controlled as the system rises and the structural geometry is measured at regular intervals. In circular tanks in particular, maintaining the centre point and diameter is essential so that mechanical equipment can later be installed correctly.
Wastewater treatment plants may also make extensive use of structural steel stairways, walkways and equipment supports. Preparing the necessary anchorages in the reinforced-concrete structure in advance allows these installations to proceed in a more orderly way.
Rayf Teknik aims to combine its experience in slipform, tall reinforced-concrete structures and structural steel on treatment plant projects to deliver solutions that meet process requirements. In this way, the reinforced-concrete structure is treated not merely as a tank or basin, but as an integrated plant element that works together with the piping, mechanical equipment and maintenance systems.
TECHNICAL SPECIFICATIONS
At a wastewater treatment plant, basins, the sludge digester and steel equipment progress within the same site programme. Values are confirmed through the site survey and process calculations.
TECHNICAL ADVANTAGES
At a wastewater treatment plant, concrete, silos and steel are resolved as one. The advantages are summarised point by point.
Basins, silos and steelwork progress together on the wastewater treatment site.
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Basins, silos and steelwork progress together on the wastewater treatment site.
SERVICE GALLERY

TECHNICAL SUPPORT
Our technical team will contact you to arrange a wastewater treatment plant site survey and quotation.
Information & FAQ
Short answers on wastewater treatment plant scope, duration and handover.
Reinforced-concrete basins, channels and galleries, the sludge digester, slipformed shells and steel equipment bases can all run within the same site programme. Flow rate, process type and watertightness requirements determine the cross-section. Reinforcement, joints and coatings are selected according to the chemistry of the wastewater. OHS arrangements are tailored to the risks of wet and deep excavations. Watertightness and elevation records are provided at handover.
Flooding in a deep excavation disrupts the concreting programme. Dewatering and shoring are planned as an integral part of the treatment structure formwork. Otherwise, the basin floor becomes contaminated.
Municipal plants are characterised by domestic flows and steady hydraulics, whereas in industry the chemical load, temperature and shutdown patterns vary. Cross-sections, coatings and equipment bases are designed to reflect this difference. In both cases, watertightness and occupational safety are non-negotiable. Formwork and concrete class are not locked in until the process data has been reviewed during the survey. The programme is aligned with the operator's takeover schedule.
Unexpected acids or solvents in industrial effluent will attack the coating. Without a process analysis, no “standard basin” is specified. Laboratory notes are attached to the survey as an annex.
Yes. In most complete plants, the digester – where sludge is treated anaerobically – is planned together with the treatment basins. Although gas-tightness, the slipformed shell and equipment anchorage are separate services, site logistics are shared. Channels, pipe penetrations and stair levels are incorporated before concreting. If they are not planned together, drilling and insulation work multiplies later.
Digester gas also affects the area above the basins, so escape routes and ventilation are a shared OHS matter. Separate crews must not clash on the same grating.
Watertightness is not just a matter of the final coating. The pouring regime, cold joint management, waterstops and joint detailing all work together. On tall slipformed shells, a continuous wall makes this much easier. Where the basin floor is cast conventionally, the construction joints between pours are given special detailing. Records of the inspections carried out and maintenance notes are handed over to the plant operator.
If waterstop splices are poorly made, no coating will compensate. Installation photographs can be included in the handover file, so any leakage complaint can be traced back to these records.