EU COST Home Page
 
Case study home page
 
Welsh School of Architecture
 
COST8 Home Page
 
EU COST Home Page
 
Welsh School of Architecture


CASE STUDY: Digital diagnostics system for sewer pipes

This case study is also available in pdf format.

SECTOR - Water/Sewerage COUNTRY - Finland

BACKGROUND
The background of the project is the experience gained from USA and Japan concerning the Sewer Scanning Diagnostics. During 1998-2000 VTT building and Transport made research on Sewer Scanner Data collected from a test pipeline in Helsinki. The research was part of the international COST Action C3 "Diagnosis and Maintenance of the Urban Infrastructure" [1] The work continued in 2001 as a feasibility study for "Smart Digital Diagnostics System for Sewer Pipes" in a national technology programme called "Water Services 2001" [8]. After successful feasibility study work continues at the moment in full scale with a goal to develop a new diagnostics system which is able to interpret very accurate digital image data according to future CEN standard (Visual Inspection Coding System) [9]. The project is part of the national "Infra Technology Programme" and it is executed in co-operation with firms from Finland, USA and Japan. The system will measure and analyse the condition of the sewer pipe. The system is meant to support network wide regular condition monitoring and proactive maintenance [5]. When the service level and the investments for that are optimised according to the predicted life span of the network this type of measurement systems are needed. The core of the system consists of the VTT's diagnostics software and a Japanese Sewer Scanner. A lot of new type of data is produced challenging the GIS systems used in Water Utilities today. Helsinki Water has started to collect this new data last year as a first water utility in Europe. When the system was demonstrated in the International No Dig 2002 Conference in Copenhagen in June over 6km of data was collected from Helsinki.

 


Besides Finland the SSET field demonstrations and data collections are made in Germany (Hamburg), Denmark (Copenhagen), Sweden (Malmo, Stockholm, Gothenburg), Norway (Oslo), Russia (St Petersburg), Latvia (Riga) and Estonia (Tartu) [3].

First tests in Finland were made in Summer 1998 in Helsinki. The probe was a second-generation prototype, which had built according the feedback from the US field tests [2]. It included fisheye scanner with mechanical gyroscope. The data produced was clearly good enough to build an automatic interpretation system on top of it. At the same time the CEN standard covering the coding of defects in sewer pipes was developing rapidly providing for the first time an all-European market for sewer inspection. VTT started preliminary planning of the diagnostics software [10].

SSET technology differs from CCTV in that it produces very accurate digital side scan of the pipe wall instead of producing only forward looking continuous video film of the pipe. It produces also very accurate online location data with help of two different measurement systems. The key word is accuracy. It allows measurements beyond dispute compared to individual interpretation of CCTV data.
The digital condition measurement system for sewer pipes scans the pipe wall with 1-mm accuracy. Millimetre after millimetre it takes one ring scan. It produces open folded side scan of the pipe. The image is continuous. Besides the side scanning the probe captures front view image every 10-cm. The distance is possible to adjust.
The inclinometer will register vertical movement and the gyroscope will register horizontal movement. The distance from the starting point is measured from the power cable. If the x,y and z co-ordinates of the starting point and the ending point are given, the system can count the co-ordinates of the centreline of the pipeline.
This type of accurate data allows itself for time series analyses. The test pipeline in Helsinki has measured in 1998, in 2000 and in 2001. The sewer line is in very bad shape and it had to be rehabilitated already in 1998, but Helsinki Water has promised to keep it as it is for us as long as possible for scientific research purposes. With this new measurement system it is possible to compare the changes which have happened inside the pipeline [11].
It is possible to monitor how the defects will develop and to measure changes, which will happen. Same way it is possible to monitor pipeline movements (usually sinking) both vertically and horizontally. This is important because the life cycle of pipeline segment may be 100 years before it will be rehabilitated. The regular monitoring cycle of network in those agencies, which have taken in use optimised maintenance strategy, is usually 10 years. Without this type of measurement systems it is very hard to make any comparisons what has happened during 10 years and to predict the serviceable lifetime of the pipeline segment.


At the moment the focus of the research and development is on the direct defect analysis. When the software is completed all the measurements and analysing work is made immediately on site after the data is collected. Those results, which are alarming or otherwise need taking care, are transferred wirelessly to predefined persons or to information systems direct from the field. The project will end in March 2003.

In the future the shape measurement capabilities are developed. Then it is possible to make shape analysis, which is important for plastic pipes. It is also possible to develop optical distance measurement system, which makes distance measurements even more accurate than today [12].

This measurement system VTT is developing makes possible to monitor and to measure what happens in underground sewer pipes. It makes also possible to improve our understanding how the changes will happen. The measurement system is developed so that it is easy to connect to the GIS systems and to other information systems where it is needed [5]. After all at its best that information is in connection of prediction and decision making and when future of the network is defined.

In summer 2001 VTT benchmarked [4] eight USA water utilities to understand better similarities and differences between Europe and USA. Those visions US Utility managers presented confirmed those opinions their European colleges had already presented in connection of the COST C3: The management of the utility must built on data you can trust. In the future it must be digital data and it must cover all vital assets and activities of the utility. The new system is coming to the European market in 2003. EVALUATION BENCHMARK DATA DRIVERS LESSON LEARNT APPLICATION TRANSFERABILITY

IMPACT ON SUSTAINABILITY AREAS

EcologyEconomySocial Aspects
Are emissions to air, water and soil within the restrictions set locally and internationally? Are the emissions decreasing?

soil

Is the cost/effectiveness and/or cost/benefits of the system reasonable compared to other systems? Compared to other needs in the city and to political goals?Has the planning and decision-making for the infrasystem been done in a democratic and participative way?
Is the use of natural resources reasonable compared to other comparable systems? Is the use decreasing? (eg.fossil fuels, water, phosphorus, potassium)

ground water

Are the citizens willing to pay for the services offered? Are the services affordable to citizens? predictedIs the funtion and the consequences of the system transparent and accepted by the citizens? Is the system promoting a responsible behaviour by the citizens?
Is the system allowing a reasonable bio-diversity with regard to the kind of area studied? Is the bio-diversity increasing?Is the organisation(s) that finance, maintain and operates the system effective?Is the system safe to use for the citizens? (hazards, health, well-being)
Is the system more or less sustainable than a conventional system regarding ecology?Is the system more or less sustainable than a conventional system regarding economy?Is the system more or less sustainable than a conventional system regarding social aspects?

Environmental - High
Social - High
Economical - High
Institutional - Medium

PROJECT CONTACT
Project manager:
Senior Research Scientist Hannu Maula, VTT Building and Transport
Hannu.Maula@vtt.fi

REFERENCES

[1] Diagnosis of urban water supply and wastewater infrastructure. Proceedings from COST C3 end of action workshop. Brussels, 18 and 19 May 2000. European co-operation in the field of science and technical research.European Commission.Brussels (2001).

[2] Evaluation of SSET: The sewer scanner and evaluation technology. Prepared by CEITEC, a Service Center of the Civil Engineering Foundation. CERF Report: #40551. March 2001.Washington DC.

[3] Iseley, T, 2001. Field testing a new sewer pipeline assesment system. NoDig International Vol.12 Nro.2, February 2001. Maining Journal Ltd 2001, London, pp 27 - 29.

[4] Iseley,T, 2001. Sewer Collection System Information - When is Enough ? Trenchless Technology Magazine, November 2001. Peninsula, Ohio, USA 2001.

[5] Maula, H, 1995.Diagnostics of Urban Infrastructure in the context of the Finnish Cities. Seminaire Presentation des Nouvelles Actions en Genie Civil Urbain. Paris, 18 - 19 Mars 1994. European Commission. Brussels (1995), pp 63 -64

[6] Maula, H, 1997. Information/ Data management. Urban Underground Water and Waste - Water Infrastructure: Identifying Needs and Problems. Cost Action C3 Workshop Brussels, 18 and 19 June 1996. European Commission. Brussels (1997), pp 61 -63.

[7] Maula, H, 2002. Helsinki starts to use SSET technology as a first city in Europe for Sewer Inspection. International NoDig2002 Conference, Copenhagen, Denmark.

[8] McCann, I,2001. Finlandīs National Support for Water Serwices. Water 21, February 2001. IWA Publishing, London (2001), pp 38 -42.

[9]Ojala, M, 200. Sewer Inspection Standardisation in Europe. North American NoDig 2001, Nashville,USA.

[10] Pantsar, T, 2000. Detection of Surface Cracks and Pipe Joints in Digital Sewer Images. Masterīs thesis. Helsinki University of Technology. Department of Engineering Physics and Mathematics. Espoo 2000.

[11] Pantsar,T and Korkealaakso, J, 2001. Automatic Sewer Pipeline Defect Recognition with Digital Sewer Images. North American NoDig 2001, Nahville, USA.

[12] Pantsar, T and Korkealaakso, J , 2002. Recovery of the 3D structure of a sewer pipeline using computer vision. International NoDig2002 Conference, Copenhagen, Denmark.



Maintained by Katrina Lewis