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For an optimisation of the operational or flushing plans the following operational data should be considered:

(Table: Operational data of high-pressure cleaning)

The relationship of the section-dependent and section-independent costs must also be considered in the optimisation process (Table).

(Table: Section-dependent and -independent costs incurred in high-pressure cleaning)

Time distribution of high-pressure cleaning

(Image: Limits of variations of required time for operations during sewer cleaning (8-h-day))
(Image: Time required for operations during sewer cleaning (8-h-day) in percent)

Below you can see extracts from an example flushing plan.

The following details can be gathered from the database:

catchment
area
plan starting manhole target manhole street length type of drainage system material code cross-section code height width year of const. realised rehabilitation in [year]
3 478 8904004049 8904004050 Weststr 50,36 combined 20 10 400 400 1925 partliner 1999
3 478 8904004050 8904004051 Weststr

(Image: Arrow Step 03)

In step 3, the cleaning planning is implemented based on the developed operational and flushing plans.

When cleaning, it is important to ensure that coarse material and debris do not end up downstream in the drainage system. It is necessary to remove the debris from the drainage system. In some cases, it is possible to remove the debris at the treatment plant or other suitable locations. If all the sewers in an area are to be cleaned, it is recommended to start with the sewers located at the highest point of the system and then continue the work downstream. …

Disposal of the collected waste material.

(Image: Stockpiling of the solid waste material at the service depot)

(Image: Disposal of the liquid waste material directly into the sewage treatment plants feeder line)

Cleaning – Disposal of the waste material (Waste management)

Measures should be taken to minimise the impact of the waste generated during the works. The following hierarchy shall be applied for waste management:

(a) measures should be taken …

Since June 1, 2005, the dumping of biodegradable waste - including the waste material from sewer cleaning procedures - without a prior thermal or appropriate mechanical-biological treatment is only permitted, insofar as the organic portion of the dry residue (measured as loss due to heating) does not exceed the values given:

  • 3 % by weight: Geological barrier, Landfill class 0 and I

  • 5 % by weight: Landfill class II

  • 10 % by weight: Landfill class …

According to [Billm2002], a maximum of 40 – 50 % of the waste material from sewers, and a maximum of 15 – 25 % of the waste material from catch basins can be classified as recyclable substances. The re-utilisation potential of the waste material from the cleaning of sewers is limited to a fraction of the mineral solids.

(Image: Disposal of waste material)
(Image: Dewatered waste material in the holding tank of the cleaning vehicle)

The same applies to the waste material from catch basins. There is an additional re-utilisation potential for the ferrous and non-ferrous metals bound to particles [Billm2002].

(Image: Re-utilisation potential of the waste material from catch basins)

(Image: Waste in catch basin)

(Image: Disposal of waste)

Currently, the waste material from sewers and catch basins is, in most cases, dumped or thermally treated. Mineral solids are only recycled in exceptional circumstances and then re-utilised in the following fields:

  • Landscape construction

  • Road construction

  • Sewer construction and earthworks

  • Landfill construction

  • Production of construction material

  • Mining

(Image: Cleaning – Disposal of waste material)

(Image: Arrow Step 04)

After the cleaning measures are completed, quality control is carried out in step 4.

  • The cleaning performance and results are documented. This ensures that inadequately or insufficiently performed cleaning measures are immediately detected, and the service provider can be asked to undertake improvements

  • Furthermore, the documented quality control information ensures a constant update to the much needed operational knowledge …

(Image: Picto Fakten)

The manner in which the cleaning performance is to be accepted and verified should be determined before the start of the cleaning (tender document / performance specification). This should include the following points:

  • Description of the required cleaning results

  • General requirements for the documentation, including a description of the cleaning results achieved and the circumstances under which the cleaning result was achieved.

Important:

Performance indicators should be selected so that they can be used to clearly show whether the required performance has been achieved.

Especially suitable are easily quantifiable parameters, such as:

  • Permissible height of remaining deposits
  • Mass
  • Volume of deposits removed per kilometre of sewer cleaned

EN 14654-3 recommends the following further indicators:

  1. Percentage of the total length of sewers or drains cleaned predictively per year
The diagram below shows the relationship between the performance indicators, the description of the cleaning result and the assessment methods.
(Image: Quality control – Diagram)
⚠️ The cleaning performance review leads to an improvement in the cleaning strategy and cleaning plan. In principle, the cleaning strategy should be regularly reviewed and updated based on information from previous cleanings.

(Image: Picto Liste)

Cleaning report

The cleaning measures should be comprehensively documented in the form of a cleaning report (acceptance protocol). It should be noted that a simply structured reporting system supports the operating processes and ensures compliance with legal requirements.

The cleaning report should be carried out either immediately after cleaning or after clearly defined time intervals.

The following information should be included …

The following techniques/methods are available as assessment methods for determining compliance between the tendered and executed services:

  • Optical determination of the depth of deposits in manholes or inspection openings;
  • Direct or video-assisted optical determination of the depth of deposits in the drains or sewers (after cleaning by indirect optical inspection using a CCTV camera, drone flight or during cleaning using a cleaning nozzle with a …

(Image: Frage)

The following questions should already be considered with regard to quality control and documentation:

  • Has the drainage capacity of the sewer been re-established?

  • Have complaints due to odour nuisance decreased to the specified extent?

  • Has the planned residual sedimentation height in the cleaned sections been undercut?

  • Was a maximum deposit height achieved as a percentage of the sewer profile height?

In summary, through the optimization of the cleaning activities the following objectives can be achieved:

  • Preservation of the hydraulic capacity of the sewage system

  • Compliance with legal and technical regulations

  • Evidence of duty of care

  • Reduction of the cleaning effort

  • Demonstrating cleaning implementing

  • Implementation of forward planning through the acquisition of information for the organisation of future maintenance.

Important:

As a result of the dynamic optimization process, it becomes clear that the task of cleaning sewer systems goes beyond the previous practice of ensuring the functionality of the drain and sewer system and makes a significant contribution to maintaining value and optimising operating costs.

(Image: Cleaned, accessible sewer made of natural stone, and channel made of vitrified clay)

To further optimise sewer cleaning, the chosen strategy should be evaluated retrospectively. The following indicators can be used for this purpose:

  • percentage share of the total length of sewers or drains that are proactively cleaned per year;
  • percentage share of the total length of sewers or drains that are reactively cleaned per year;
  • Number of emergency cleanings per kilometre of sewer per year;
  • Number of complaints about odour nuisance, blockages, …

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