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 Capability Statement Smart Levees Real-time monitoring of dikes, levees and dams Keywords : sensors, monitoring, IJkdijk With increasing economical investments in flood prone areas, flood risk management is a hot topic in many deltas and lowlying areas around the world. When dikes or levees are built, a choice has to be made as to what water levels the dike will protect against. But when a high water level is imminent, decision maker s and crisis managers will need to know t he real strength of the dikes to prevent both excessive risk to the population and unnecessary and expensive evacuation. In response to these challenges, Deltares is developing technology and knowledge for building “Smart Levee” systems: dikes, levees or dams remotely monitored through in situ or remote sensors for early warning of impending dike failure. The philosophy of our approach is to combine state of the art sensor technology with both geotechnical expertise and numerical dike stability software through an open and flexible IT architecture. Incorporating the latest developments in both sensor technology and geo-engineering has been designed into our approach. IJkdijk sliding experiment, post-failure. 2008.

Smart Levee Productblad

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Capability Statement 

Smart Levees

Real-time monitoring of dikes, levees and dams 

Keywords : sensors, monitoring, IJkdijk 

With increasing economical investments in flood prone areas, flood risk management is a hot topic

in many deltas and lowlying areas around the world. When dikes or levees are built, a choice has

to be made as to what water levels the dike will protect against. But when a high water level is

imminent, decision makers and crisis managers will need to know the real strength of the dikes to

prevent both excessive risk to the population and unnecessary and expensive evacuation.

In response to these challenges, Deltares is developing technology and knowledge for building

“Smart Levee” systems: dikes, levees or dams remotely monitored through in situ or remote

sensors for early warning of impending dike failure.

The philosophy of our approach is to combine state of the art sensor technology with both

geotechnical expertise and numerical dike stability software through an open and flexible IT

architecture. Incorporating the latest developments in both sensor technology and geo-engineering

has been designed into our approach.

IJkdijk sliding experiment, post-failure. 2008.

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DeltaresInnovative solutions for water and 

subsurface issues 

Jos Maccabiani Stieltjesweg 2, P.O. Box 177 [email protected]

T +31 (88) 33 57 446 2600 MH www.deltares.nl

E [email protected]

A sensor for every dike?

A smart levee system has to be tailor made for the local situation. Relevant factors include flood risk, available funds, geology,

availability of technology, power supply, availability of a communication infrastructure etcetera. We have developed several building

blocks to be used as a starting point and our ongoing R&D efforts ensure that you have access to the latest technology.

The first consideration is: do all dikes or levees in a dike system have to be equipped with sensors? There is no general answer and

will depend largely on the accepted flood risk. The prioritization of which dikes to monitor first can be made based on actual flood risk(including the possible consequences of dike breach at each location), geotechnical strength of the dikes (finding the weak links) and

available funds for the smart levee project. Deltares has extensive experience in large scale flood risk mapping and can assist in the

prioritization.

Experience with over 10 different in situ sensor systems

From 2007 onwards, a series of unique experiments have been taking place in

the Netherlands. In a 2 kilometer long by 200 meter wide polder, we have the

opportunity to build full-scale - 8 meters high and 100 meters wide - dikes and

bring them to failure. Deltares is one of the organisers of these “IJkdijk” tests

and is responsible for all geotechnical design and evaluation. IJkdijk is Dutch

for “calibration dike”.

We’ve allowed sensor technology providers to install their monitoring systems

in the levees. In this way, the performance of over 10 sensor systems could be

evaluated before, during and after dike failure. In the 2008 experiment for the

failure mode “sliding”, some sensor systems detected the weak failure plane

almost a day before actual failure took place.

In September 2009, a new series of full-scale piping tests has been performed, again with the cooperation of different sensor

technology providers. These experiments have given us unique experience with different systems, not just from the hardware point of

view but also on the possibility to combine these systems with numerical forecasting models.

Monitoring from aboveIn addition to in situ monitoring, Deltares is involved in projects in which remote sensing is used to investigate anomalies or changes in

the water defence structures. Examples include the use of InSar radar technology for long-term monitoring of levee deformation

behaviour or thermal imaging for detecting seepage. We are aware of the (im)possibilities of the different technologies and can advise

you on their use and interpretation. At this moment, these technologies are less suitable for crisis management due to the time

needed for data processing. At the same time, we are working with leading partners in remote sensing in R&D programs on improving

the uses of remote sensing for crisis management, e.g. through combining different sensing techniques.

Automated dike stability software

For those sensor readings that have to be fed to a numerical model in order to give a forecast or nowcast of dike stability, we have

fully automated our dike stability models MStab, MPiping and our overtopping models. This means, that a new sensor reading of (for

example) pore water pressures in the dike can automatically produce a new sliding calculation and a new river water level can be

instantly translated into piping forecast.

Projects

2006: Real-time sliding stability monitoring and forecasting, Gendt, the Netherlands

2007: IJkdijk full scale experiment “Overtopping”, Bellingwedde, the Netherlands

2008: IJkdijk full scale experiment “Sliding stability”, Bellingwedde, the Netherlands

2009: IJkdijk full scale experiments “Piping”, Bellingwedde, the Netherlands

2009: LiveDike, long term operational coastal dike monitoring, Eems harbour, the Netherlands

Related expertise

Dike Analysis Modules: operational forecasting and automated evaluation of dike strength

Levee Patroller: the levee inspection training simulator