Marcel Hürlimann

Dr. Marcel Hürlimann

Department of Civil and Environmental Engineering UPC BarcelonaTECH, 08034 Barcelona, Spain
orcid

Research Focus & Metrics

Academic Career Length

30Years (1997-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 February 2003 in Canadian Geotechnical Journal
Verified
Journal Article
Closed access
Marcel HürlimannMarcel Hürlimann
Marcel Hürlimann
DRD Rickenmann
D Rickenmann
CGC Graf
C Graf
Debris flow is a common process in the Swiss Alps and in other mountainous parts of the world. The understanding of debris-flow behaviour is essential to assess the hazards they present. An important approach towards improving the knowledge of debris-flow processes is the gathering of real-time data by debris-flow observation stations. Observation stations were established in three Swiss debris flow prone watersheds and equipped with video cameras, ultrasonic devices, a radar device, geophones, and rain gauges. In 2000, four significant debris flows were observed. The data provided useful information on the mechanics of debris flows and on the efficiency of the measuring devices. The observed debris flows are characterized by volumes between 5 000 and 35 000 m3, front velocities ranging from 2 to 5 m/s, and peak discharges between 20 and 125 m3/s. The analysis of the monitoring data revealed that ultrasonic and radar devices are very helpful tools, whereas the quality of the geophone signal strongly depends on the substrate on which the instrument is installed (i.e., bedrock versus unconsolidated material). Video images are useful to verify the data obtained by the other devices. A dynamic analysis of one debris flow was carried out and the simulated results are in fair agreement with the observed data.Key words: debris flow, Swiss Alps, monitoring, dynamic analysis.


1 December 2008 in Engineering Geology
Verified
Journal Article
Closed access
Marcel HürlimannMarcel Hürlimann
Marcel Hürlimann
DRDieter Rickenmann
Dieter Rickenmann
VMVicente Medina
Vicente Medina
ABAllen Bateman
Allen Bateman

1 August 2006 in Geomorphology
Verified
Journal Article
Closed access
Marcel HürlimannMarcel Hürlimann
Marcel Hürlimann
RCRamon Copons
Ramon Copons
JAJoan Altimir
Joan Altimir

1 November 2019 in Science of The Total Environment
Verified
Journal Article
Closed access
HSHeping Shu
Heping Shu
Marcel HürlimannMarcel Hürlimann
Marcel Hürlimann
RMRoberto Molowny-Horas
Roberto Molowny-Horas
MGMarta González
Marta González
Jordi PinyolJordi Pinyol
Jordi Pinyol
JMJinzhu Ma
Jinzhu Ma

1 March 2015 in Geomorphology
Verified
Journal Article
Open access
Marcel HürlimannMarcel Hürlimann
Marcel Hürlimann
BMBrian W. McArdell
Brian W. McArdell
CRChristian Rickli
Christian Rickli
Hillslope debris flows are unconfined flows that originate by shallow failures in unconsolidated material at steep slopes. In spite of their significant hazard for persons and infrastructure in mountainous regions, research on hillslope debris flows is rather scarce in comparison to other landslide types. This study focusses on the runout characteristics of hillslope debris flows applying two different approaches. First, detailed landslide inventories, which include field measurements of 548 slope failures that occurred during the last two decades in seven parts of Switzerland, were analysed. Second, laboratory tests were carried out to study the effect of the soil water content, grain-size distribution and mobilized volume on the runout behaviour of hillslope debris flows. Most of the failures in the field started as shallow translational slides at terrain slopes between 25° and 45° and involved volumes of some tens to a few hundred cubic meters. An analysis of the runout distance of 117 hillslope debris flows showed that they normally travelled some tens of meters, but sometimes the runout exceeded 300 m. A positive relation between volume and runout distance and between volume and affected area was observed, although there is considerable scatter in the data. The affected area of 63 hillslope debris flows ranged from ~ 100 to ~ 1500 m2. Based on the field data, a 7.5 m long laboratory hillslope was designed with a geometrical scale factor of 20. A total of 75 runs with volumes from 4 to 20 dm3, water contents from 18% to 38%, and four grain-size distributions were carried out. The laboratory tests revealed that water content is the dominant control, but also the clay content strongly influences the runout distance and the affected area. Even a small increase in water or clay content produces a considerably larger or smaller runout distance, respectively. In contrast, the influence of the volume on the runout was smaller, and a positive relation was observed between these two parameters. The field and laboratory results are in general agreement and consistent with the results of other studies. The results of this work improve the understanding of hillslope debris flows and may aid in the hazard assessments of these processes.Peer ReviewedPostprint (author’s final draft