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Bedload-transport measurements with geophones
Séminaire GESTRANS Ancien Monastère de Sainte-Croix (26), 3 November 2010 Bedload-transport measurements with geophones Dieter Rickenmann WSL - Swiss Federal Research Institute Mountain Hydrology and Torrents Birmensdorf, Switzerland Danke Vizerektor für Einführung Geschätzte Damen und Herren Leibe Kolleginnen und Kollegen
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2) Measuring method and test sites 3) Calibration of bedload sensors
Content 1) Introduction 2) Measuring method and test sites 3) Calibration of bedload sensors 4) Results of additional investigations 5) Conclusions and outlook 2
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Runoff and sediment measuring station
array of PBIS or geophone sensors on check dam Erlenbach stream (Alptal, CH) A = 0.7 km² S = 0.17
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measuring sites with PBIS or geophone sensor arrays
Erlenbach stream (Alptal, CH): A = 0.7 km², mean channel slope S = 0.17
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Erlenbach, PBIS measuring site at sediment retention basin
array of PBIS or geophone sensors on check dam
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PBIS: piezoelectric bedload impact sensor
Example of original PBIS signal, for a 3.8 kg particle passing over a sensor rolling, center sliding, right side Threshold voltage for impulse counting = 0.2 V time [s] voltage [V] Nun zu verschiedenen Aspekten diese Prozesses will ich mich im folgenden kurz äussern im Einzelnen gehe ich dabei wie folgt vor Gliederung erläutern. In Modelle geht es vor allem um Grundzüge dessen was andere schon gemacht haben Dann um unser Testgebiet und unsere Messungen sowie die Erkenntnis daraus ergibt das Konzept PROBLOAD und den Ausblick.
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piezoelectric / geophone bedload impact sensor
fixing of PBIS or geophone sensors on a steel plate Nun zu verschiedenen Aspekten diese Prozesses will ich mich im folgenden kurz äussern im Einzelnen gehe ich dabei wie folgt vor Gliederung erläutern. In Modelle geht es vor allem um Grundzüge dessen was andere schon gemacht haben Dann um unser Testgebiet und unsere Messungen sowie die Erkenntnis daraus ergibt das Konzept PROBLOAD und den Ausblick. since the year 2000 we use geophone sensors (instead of the piezoelectric sensors)
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Sediment transport measurements: Erlenbach (Alptal)
Q = 15 l/s Q = 0.7 m3/s Q = 10 m3/s
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coarse sediment along channel bed
Erlenbach coarse sediment along channel bed
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Erlenbach, Alptal (Switzerland):
flood events 14 July 1995 25 July 1984
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Erlenbach, flood event of 25 July 1984: 2000 m3 sediment deposition
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Pitzbach (A): second test site for PBIS measurements
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Pitzbach (A), test site for PBIS measurements
water intake Austria
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Grain size distributions of sediment at test sites
range of estimated threshold size for detection with PBIS sensor
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2) Measuring method and test sites 3) Calibration of bedload sensors
Content 1) Introduction 2) Measuring method and test sites 3) Calibration of bedload sensors 4) Results of additional investigations 5) Conclusions and outlook 2
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Pitzbach (A): comparison of sediment transport measurements and bedload sensors (hydrophones)
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PBIS calibration: Pitzbach (A) measurements
PBIS sensor, no. of impulses Nun zu verschiedenen Aspekten diese Prozesses will ich mich im folgenden kurz äussern im Einzelnen gehe ich dabei wie folgt vor Gliederung erläutern. In Modelle geht es vor allem um Grundzüge dessen was andere schon gemacht haben Dann um unser Testgebiet und unsere Messungen sowie die Erkenntnis daraus ergibt das Konzept PROBLOAD und den Ausblick. sediment volume [m3]
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PBIS calibration: Pitzbach (A) measurements
= sensor impulses / sediment volume Nun zu verschiedenen Aspekten diese Prozesses will ich mich im folgenden kurz äussern im Einzelnen gehe ich dabei wie folgt vor Gliederung erläutern. In Modelle geht es vor allem um Grundzüge dessen was andere schon gemacht haben Dann um unser Testgebiet und unsere Messungen sowie die Erkenntnis daraus ergibt das Konzept PROBLOAD und den Ausblick.
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Moving basket system for bedload transport measurements
Erlenbach, sediment retention basin, view upstream
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New installations at Erlenbach bedload measuring site
rotating crane metal basket with wire mesh supporting rail geophone sensors
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Moving basket system for bedload transport measurements
Sediment from flood of 4 July 2009
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Erlenbach: Geophone calibration with moving basket samples
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Drau river (Dellach, A): Geophone calibration with slot sampler
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Geophone calibration from several field sites in CH and A
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2) Measuring method and test sites 3) Calibration of bedload sensors
Content 1) Introduction 2) Measuring method and test sites 3) Calibration of bedload sensors 4) Results of additional investigations 5) Conclusions and outlook 2
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Erlenbach (CH), second bedload measuring site
Test of PBIS measurements with two successive rows of sensor arrays
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Erlenbach (CH), second bedload measuring site
two successive rows with PBIS sensor arrays bridge
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Erlenbach (CH), second bedload measuring site
Test of PBIS measurements with two successive rows of sensor arrays
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Laboratory study: PBIS measurements with particles from Erlenbach
b-axis: cm b-axis: cm b-axis: cm b-axis: cm No. of sensor impulses Sample weight of uniform grains [kg]
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Laboratory study: PBIS measurements with particles from Erlenbach
Normalized cummulative frequency curves. Top: uniform material (4 cm) with different sample weights. Bottom: 4 different grain sizes with 2 sample weights for each size class
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2) Measuring method and test sites 3) Calibration of bedload sensors
Content 1) Introduction 2) Measuring method and test sites 3) Calibration of bedload sensors 4) Results of additional investigations 5) Conclusions and outlook 2
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Advantages of PBIS measuring system
- robust technique requiring only very few maintenance - continuous measurement of bedload transport intensities - detection of beginning and ceasing of bedload motion - relatively low costs for measuring equipment and necessary constructions at measuring site - for longer observation periods and larger bedload volumes a reasonable accuracy is obtained for the calibration relationships (considering natural variability of bedload transport in mountain streams) 2
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Disadvantages of PBIS measuring system
- calibration of the system is necessary - no information on particle sizes in transport can be obtained - there is a limit for the lower critical particle size which can be detected - influence of hydraulic conditions and sediment properties on calibration are almost unknown at present - changing flow intensities are likely to change the size distribution of transported bedload particles (resulting in non-linear calibration relations, if such effects are not averaged out) 2
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Outlook: WSL – GESTRANS cooperation project
Objective: Comparison of two complementary indirect bedload transport measuring approaches: - Geophone measurements as applied by WSL - Hydrophone measurements as applied by Université Joseph Fourier, LTHE, Grenoble Possible sites for comparative measurements: - Erlenbach stream (operated by WSL) - Draix experimental catchment (Cemagref) Experimental flume (Cemagref, LTHE) Possible travel support: - Germaine de Staël program (submitted proposal) 2
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Bedload-transport measurements with geophones
Séminaire GESTRANS Ancien Monastère de Sainte-Croix (26), 3 November 2010 Bedload-transport measurements with geophones Thank you for the attention Danke Vizerektor für Einführung Geschätzte Damen und Herren Leibe Kolleginnen und Kollegen Dieter Rickenmann WSL - Swiss Federal Research Institute Mountain Hydrology and Torrents Birmensdorf, Switzerland
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piezoelectric / geophone bedload impact sensor
fixing of PBIS or geophone sensors on a steel plate Nun zu verschiedenen Aspekten diese Prozesses will ich mich im folgenden kurz äussern im Einzelnen gehe ich dabei wie folgt vor Gliederung erläutern. In Modelle geht es vor allem um Grundzüge dessen was andere schon gemacht haben Dann um unser Testgebiet und unsere Messungen sowie die Erkenntnis daraus ergibt das Konzept PROBLOAD und den Ausblick.
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