Station Overview

Overview Location not available
Picture Gallery details...
Network 2A
Station Code VISP1
Station Description VISP1, VS
Latitude (WGS84) 46.29719
Longitude (WGS84) 7.878378
Station altitude (CH1903) 650.0
running from 2007-10-18
...until 2009-04-29
Waveform Access open
Sensor Types Velocimeter
Geological Unit Alluvium
Site Morphology Class T1
T1: flat; T2: slope; T3: ridge and T4: steep ridge;
following Pessina and Fiorini (2014) A GIS procedure for fast topographic characterization of seismic recording stations, Soil Dynamics and Earthquake Engineering, 63, p248-258
Site Morphology Description Centre of the Rhone alluvial plain
Ground type EC8 C
Ground type SIA D
Basin Information Rhone basin, interface at fundamental frequency at 250 m depth
Reference Burjanek Jan, Gassner-Stamm G., Fäh D., "Array - measurements in the area of Visp and St. Niklaus COGEAR Del. No.: 3.1.2", Swiss Seismological Service, ETH Zürich, 2010
Resonance Frequency (Hz) 1.36
Uncertainty Factor -
Vs 30 (m/s) 300
Location Map


Federal Office of Topograpy: National Map 1:25‘000
Topography Map


Federal Office of Topograpy: DHM25: Digital Height Model 1:25000
Geology Map

Federal Office of Topograpy: Geological map of Switzerland 1:500‘000

Sensor locations

Location Code (none)
Opening Date 18-10-2007
End Date 2009-04-29
Housing Class Building
Housing Description Ground floor of a masonry house (concrete slab)
sensor depth below station 0.0 m
Distance to Building (m) -

Current Instrumentation

No open epochs

Location code (none)
On date 18-11-2008 00:00:00
Off date 2009-04-29 00:00:00
Waveform Access open
Sensor model LE-3D-5s
Sensor manufacturer Lennartz
Digitizer model
Digitizer manufacturer
Channels EHE , EHN , EHZ
Location code (none)
On date 18-10-2007 00:00:00
Off date 2008-05-11 00:00:00
Waveform Access open
Sensor model LE-3D-5s
Sensor manufacturer Lennartz
Digitizer model
Digitizer manufacturer
Channels EHE , EHN , EHZ

Site Characterization

channel group
Empirical Amplification
2A.VISP1..EH not available

Obtained from spectral modeling of small earthquakes with constant update.

  • Top: Fourier amplification with elastic (dashed line) and anelastic (solid line) amplification functions;
  • Centre: 5% damped response spectra amplification (anelastic);
  • Bottom: Number of recordings used.

See Edwards et al. (2013), Determination of Site Amplification from Regional Seismicity: Application to the Swiss National Seismic Networks. Seismological Research Letters, 84(4), 611–621.

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Authoritative Site Characterization Analysis details...
measurements nearby list...