flood forecasting and warning on the river rhine

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  • Flood Forecast ing and Warn ing on the R i v e r R h i n e G. Steinebach, PhD and K . Wilke, PhD*

    Bern

    Gamsbsheim Karlsruhe Mainz Duisburg

    Lelystadt

    Abstract

    LHG (Swiss National Hydrological and Geological Service) SNS-CARING (Waterways Service of Strasbourg) HVZ (Flood Forecasting Centre Baden-Wurttemberg) HMZ Rhein (Flood Warning Centre Rhine) WSA-Duisburg-Rhein (Federal Waterway and Navigation Administration) RWS-RIZA (Rijkswaterstaat - Institute of Inland Water Management and Waste Water Treatment)

    The River Rhine has its source in the glaciers of the Swiss mountains and eventually flows to the flat-lands of The Netherlands. The course of the river can be split into six major morphological sections within different climato- logical regions. This heterogeneity (in the hydrological sense) is reflected in twenty-five flood-warning centres along the Rhine and its tributaries. There is one flood- warning centre in Switzerland, one in France, three in Germany and one in The Netherlands. This paper describes the organisation and responsibilities of the German flood-warning centres.

    The Federal Institute of Hydrology provides the German centres at Mainz and Duisburg with forecast results. These results were obtained by a statistical multi- channel filtering model between 1980 and 1997. Com- mencing in 1998, a new forecasting system has been in use, which is built up by hydrodynamic models for the most important river reaches, coupled with statistical approaches for some input gauges. The implementation and data usage of this new system is discussed and forecast results for the 1993,1995 and the 1998 floods are presented. Finally, the paper provides an outlook on the linking with precipitation-runoff models.

    Key words: Flood forecasting; flood-warning centre; fore- cast system; hydrodynamic models; River Rhine.

    I n t r o d u c t i o n

    The River Rhine catchment (Fig. 1) has an area of about 185 000 km2 -nine states sharing parts of this area. Small areal shares are in Italy, Austria, Liechtenstein, Belgium, and Luxembourg, whereas larger shares are in Switzer- land, German, France and The Netherlands. The river is 1320 km long and can be divided into six morphological sections of different hydrological behaviour. These are (in geographical order from South to North) the Alpine Rhine, High Rhine, Upper Rhine, Middle Rhine, Lower Rhine and the Rhine Branches (Delta Rhine).

    The most important tributaries are the Rivers Aare, Ill, Neckar, Main, Nahe, Lahn, Moselle, Ruhr, and Lippe, each of them being influenced by their (i) indi- vidual morphology, (ii) climatological region, and (iii) hydrological regime").

    In Germany, flood defence, flood-warning and forecasting services are primarily the responsibility of the

    This paper was presented at the CIWEM Rivers and Coastal Group Winter Meeting, held on 29 January 1999 in London, UK

    *Federal Institute of Hydrology, Koblenz, Germany

    Lander. On the other hand, the Federal Waterway and Navigation Administration and the Federal Institute of Hydrology4 are responsible for navigability and mainten- ance of gauging stations on the River Rhine and its tributaries Neckar, Main and Moselle. These federal authorities and the Lander thus share the tasks of flood warning, flood forecasting, and issue warnings on the most important River Rhine reaches.

    Since 1980, the Federal Institute of Hydrology has computed forecasts for the German Rhine downstream from Karlsruhe during flood events.

    F l o o d W a r n i n g i n R i v e r R h i n e B a s i n

    Due to the hydrological heterogeneity of the River Rhine basin there are 25 flood-warning and forecast centres (Fig. l) , most of which have limited local responsibilities and do not need intensive communication with other centres. In the case of local flood events they can operate independently. The most important centres for the River Rhine itself are given in Table 1, and each centre cooper- ates with other authorities upstream and downstream.

    The following investigations concern the German centres Karlsruhe, Mainz and Duisburg, and more detailed information about them has been given el~ewhere(~1~).

    The Karlsruhe centre is responsible for flood warning and forecasting in Baden-Wurttemberg and includes the river reaches of the Upper Danube, the Neckar, the Upper Rhine and some tributaries in the Black Forest. On the German Rhine, forecasts are com- puted for the main gauging stations upstream from the Main tributary. Further information about the centre is given by H ~ m a g k ( ~ ) .

    The centres at Mainz and Duisburg are responsible for flood warning on the Middle Rhine and Lower Rhine respectively, collecting information which is needed for flood defence and ice risks. Particularly important are the

    Table 1. Flood warning centres on River Rhine

    Location I Centre

    0 J.CIWEM, 2000, 1 4 , February 39

  • G . Steinebach and K . W i l k e on

    f ig. 7. /n~ernatiuna/ River Rhine catchment and flood-warning centres

    water-level forecasts provided by the Federal Institute of Hydrology at Koblenz.

    Usually, thrice daily 24-h forecasts are calculated for fourteen gauges between Mainz and the German-Dutch border. The forecast reports and additional information (e.g. expected rainfall and flood development, advice for navigation and the public) are disseminated by video, internet, radio and television, fax, telephone and others. An early warning is reported to local authorities, police, broadcasting and other organisations in order to ensure that flood risks and potential damage can be significantly reduced. During a flood, all dataconcerning the observed water levels are updated every one or two hours. More details with respect to working schedules and legal aspects are described elsewhere(".

    Flood-Forecast Systems of Federa l Inst i tute o f H y d r o l o g y

    Statistical filter-models@) were developed as a forecasting method at the Federal Institute of Hydrology at Koblenz and brought into use in 1980. The methods analyse the degree of dependency and variation, with respect to time, of a functional relationship of individual filter inputs on filter output. The Wiener filter-model was used for all forecasting gauges on the German River Rhine down- stream from Karlsruhe until 1997. The model uses stage and discharge evolution of the previous three days of the input gauges. The statistical approach is easy to use and reliable, especially when sufficient historical data are available for calibration. Another advantage is that no

    40 0 J C I W E M , 2000, 14, F e b r u a r y

  • F l o o d F o r e c a s t i n g and W a r n i n g on the R ive r Rh ine

    information about the river-bed geometry needs to be known.

    The HVZ Karlsruhe is responsible for the compu- tation of the forecasts for the gauges upstream from the Main confluence and the Federal Institute of Hydrology is responsible for the gauges downstream. Recently, the Institute has used a new modelling approach for flood forecasting based upon hydrodynamic models. This model has been applied to flow forecasting on the River Rhine for navigation during low-water periods since 1996.

    With this new model it is easier either to take into account forecast results for input gauges by other authorities or to link the core model with others. Furthermore, it is possible to consider retention measures or changes in cross-sections directly, or to compute forecasts for any chosen section, e.g. a newly installed gauging station.

    The new River Rhine forecast system consists of four sub-models:

    (a) Hydrodynamic model of the River Rhine between the gauging stations Maxau (362 km) and Emmerich (852 km) and of the River Moselle downstream from Trier (195 km);

    (b) Hydrodynamic model of the River Main down- stream from Trunstadt (375 km);

    (c) Hydrodynamic model of the River Moselle down- stream from the French gauging station Custines (343 km), the River Saar downstream from Fremersdorf (49 km), and the River Sauer down- stream from Bollendorf (34 km); and

    (d) Statistical forecast model for the gauging stations Maxau/Rhine, RockenadNeckar and Fremers- dorf/Saar.

    The locations of the gauging stations are shown in Fig. 2. The most important sub-model is (a) which can

    operate separately. It is assumed that, at the furthest downstream gauging stations on the River Rhine tribu- taries, water levels remain constant in the forecast time interval, i.e. in the future.

    Improved forecast results can be obtained if the models (b) to (d) are run prior to (a). Then the forecast results for the downstream gauging stations of the tributaries Neckar, Main and Moselle and for the gauge Maxau are used as input data for the core model (a) of the River Rhine. Also, external forecasts from regional forecast centres for the input gauging stations can be included as input data.

    The Wiener filter-model (d) is now used as a tool for forecasting the water levels of some input gauges of models (a) and (c).

    The tributary of the River Rhine with the highest flow-rate is the Moselle, and in its sub-catchments, i.e. the Sauer and Saar, rainfall can lead to rapidly rising water levels. Because of the rapid flood propagation in the Moselle, this can result in large errors in the 24 to 48-h forecasts downstream from Koblenz.

    Consequently, precipitation-runoff models are under development for these sub- catchment^(^). They are based on the daily forecasts of 6-hourly precipitation and temperature up to 48 h provided by the German Weather Service. By the chosen modular modelling approach it

    Schermbeck

    DUSSELDORF Haitingen

    Neubruck Dploden

    / IT---- 50km

    Fig.

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