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  Ivancich 202 Inclinometer in-situ ground deformation time series

The Ivancich Inclinometer 202 is located inside the landslide at about 510 m asl, and is located in a 54,50 m deep borehole.

The inclinometer probe measures tilt of two orthogonal axes “A” and “B”; in particular is read the measure corresponding to the axes inclination (θ). The conversion from angular values to displacement occurs through trigonometric function. The sine function, i.e. the angular value, is derived from the value produced by sensors, in general for measure between +/-15° from the vertical. The angle θ is the inclination angle from vertical, the hypotenuse is the pace of the probe, i.e. the measuring range, or step of readings (generally 0.5 m), while the opposite side is the lateral “deviation”. The lateral displacements are calculated at each depth; for convention this value is called “lateral deviation”. The sum of successive lateral deviation is called “cumulative deviation”. The cumulative deviation variations define the inclinometer tube displacement. The incremental displacement represents the variation from each measurement interval. The cumulative displacement is the sum of the incremental displacements. The common inclinometers data graphs showing the displays cumulative lateral deformation with depth, starting at the bottom of the casing and summing increments of displacement for each measured interval up to the ground surface.

The inclinometer 202 time series provide data for the observed period from November 1998 to December 2006, and are organized as follows:

Depth (m): measured interval from the bottom of the casing up to the ground surface (0,5 m step)

Data: gg/mm/aaa

Raw data A0 – A180 – B0 – B180: numbers recorded by the probe corresponding to the values of the tube inclination relative to the vertical, projected on the planes A and B; the measure unit is expressed in digit (electrical value).

CheckSum A and B: add of the two values obtained in diametrically opposite direction at the same depth. The checksums produce a constant value, where a low standard deviation would confirm data quality.

Lateral deviation A – B – Resultant: lateral displacements are calculated at each depth

Cumulative deviation SA – SB – Resultant: sum of successive lateral deviation

Differential Lateral Deviation A Diff – B Diff – Resultant Diff: incremental displacement represents the variation from each measurement interval

Cumulative Displacement SAInt Diff – SB Int Diff – Resultant Ins Diff: sum of the incremental displacements.

The main feature of the inclinometer 202 are:

Inclinometer Tube Internal Diameter – 76.1 mm

Probe type – Sinco Digitilt Inclinometer (P/N 50302510 S/N 28447)

Probe unit – meter

Probe constant – 25000 sinα

Probe Type – Biaxial

Probe Sensors – Servoinclinometers

Shallowest depth: 1 m

Deepest Depth: 54.50 m

Reading Interval: 0.5 m

A0 Direction: N230

Height of the reference plan (P.R.) relative to campaign plan (p.c.)

Depth probe relative to p.c.: 54.50 m

 
Citation proposal
(2015) . Ivancich 202 Inclinometer in-situ ground deformation time series. Italian National Research Council (CNR) https://geoportal.mountaingenius.org/geonetwork/srv/api/records/00f0506e-ebd4-4207-a2b0-0eae76988d54
 
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Identification

Data identification

Citation

Date ( Publication )
2015-11-11
Edition
Purpose
Collect time series of sub-surface ground deformations in Ivancich landslide, and attempt statistical correlations between ground deformation time series and meteorological parameters, in order to understand the eventual and complex relationship between climate and its variations.
Status
Completed

  Publisher

Italian National Research Council (CNR) - Martina Cignetti (Research Institute of Geo-hydrological Protection (IRPI) )  
Strada delle Cacce, 73 Turin TO 10135 Italy

  +39 0113977831  
Maintenance and update frequency
As needed
Keywords ( Theme )
  • NEXTDATA
Keywords ( Theme )
  • HAMMER , Landslide , Monitoring Network , Inclinometer , borehole measurements
Keywords ( Place )
  • Ivancich , Valle Umbra , Assisi , Perugia , Umbria , Central Italy
Keywords ( Theme )
  • CNR IRPI

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Spatial representation type
Vector
Denominator
10000
Metadata language
English
Character set
UTF8
Topic category
  • Geoscientific information
Time period
19982006
N
S
E
W


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OnLine resource
TS_Ivancich_Incl202.csv  

Download .CSV data TS_Ivancich_Incl202.csv

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Description
 

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Statement
 

Ref. system

Reference system identifier
WGS 1984
 

Metadata

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File identifier
00f0506e-ebd4-4207-a2b0-0eae76988d54   XML
Metadata language
English
Character set
UTF8
Parent identifier
a5795c7f-7f80-43f1-86ee-bdd02e7f313e
Date stamp
2017-05-12T15:46:22
Metadata standard name
ISO 19115:2003/19139
Metadata standard version
1.0

  Point of contact

Italian National Research Council (CNR) - Francesca Ardizzone (Research Institute of Geo-hydrological Protection )  
Strada della Madonna Alta, 126 Perugia PG 06128 Italy

  +39 075 5014 410  
  +39 075 5014 420 

OnLine resource

Protocol
Name
Description

  Point of contact

Italian National Research Council (CNR) - Paolo Allasia (Research Institute of Geo-hydrological Protection )  
Strada delle Cacce, 73 Turin TO 10135 Italy

  +39 011/3977827  
  +39 011/3977821 
Website
http://gmg.irpi.cnr.it  
 
 

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