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DTSTAMP:20231101T132553Z
UID:914F6833-7CD6-4FA2-8F66-CDE9E2B8FE31
DTSTART;TZID=Europe/Bratislava:20230918T080000
DTEND;TZID=Europe/Bratislava:20230922T160000
DESCRIPTION:Work schedule - task specification\nField practice in geodesy a
 nd cartography - engineering geodesy\n\nLocation: Gabčíkovo–Nagymaros 
 barrage system\, Bősi barrage\nDate: 2022 September 18 - 22.\nSequence nu
 mber Task Time requirement\n\n1. Determination of vertical movements at se
 lected points of the mine shaft located at an altitude of 95.8 m\n\na) che
 cking the stability of the base points and the vertical\ndetermination of 
 movements at the observed points (height\ncontrol points) using the Trimbl
 e DiNi12 geometric leveling method\nand using Zeiss NI007 leveling instrum
 ent (7 hours)\nb) calculation of elevation\, height and vertical movement 
 of the observed points (1 hour)\nc) analysis of the results (1 hour)\n\n2.
  Control of the horizontal movement of the dam crown of the hydropower pla
 nt\na) checking the stability of the base points and determining the horiz
 ontal movements at the observed points using the straight line measurement
  method using a Leica TS30 instrument (2 hours)\nb) determination of horiz
 ontal movements using the Lamanche method using a Leica TS30 instrument (1
  hour)\nc) determination of horizontal movements using a Zeiss PZL 100 pro
 jector\, (2 hours)\nd) calculation of the movement of the observed points 
 (1 hour)\ne) analysis of the results. (1 hour)\n\n3. Determination of the 
 geometric parameters of the crane track and the gantry crane\na) measureme
 nt of the track direction and height parameters of the overhead crane and 
 the rail crane\, which are located above the outflow object of the hydropo
 wer plant\, (5 hours)\nb) calculation of the optimal rectification values\
 , (1 hour)\nc) graphical representation of the direction and height parame
 ters of the crane track. (1 hour)\n\n4. Radar interferometry\na) Dynamic m
 ovement analysis of the sluice embankment with a radar interferometer\, (4
  hours)\nb) Graphic representation\, mathematical analysis and evaluation 
 of the results (3 hours)\n\nSpeaker(s): Alojz Kopacik\, Erdélyi János\, 
 Peter Kyrinovic\, Honti Richárd\n\nNový rad\, Gabcikovo\, Slovakia\, Slo
 vakia\, 930 05
LOCATION:Nový rad\, Gabcikovo\, Slovakia\, Slovakia\, 930 05
ORGANIZER:laszlo.gergely@amk.uni-obuda.hu
SEQUENCE:7
SUMMARY:Professional practice week in engineering surveying at the Gabcikov
 o hydropower plant co-organized by the Department of Geodesy of the Slovak
  University of Technology in Bratislava
URL;VALUE=URI:https://events.vtools.ieee.org/m/368980
X-ALT-DESC:Description: <br /><p>Work schedule - task specification<br />Fi
 eld practice in geodesy and cartography - engineering geodesy</p>\n<p><br 
 />Location: Gabč&iacute\;kovo&ndash\;Nagymaros barrage system\, Bősi bar
 rage<br />Date: 2022 September 18 - 22.<br />Sequence number Task Time req
 uirement</p>\n<p>1. Determination of vertical movements at selected points
  of the mine shaft located at an altitude of 95.8 m</p>\n<p>a) checking th
 e stability of the base points and the vertical<br />determination of move
 ments at the observed points (height<br />control points) using the Trimbl
 e DiNi12 geometric leveling method<br />and using Zeiss NI007 leveling ins
 trument (7 hours)<br />b) calculation of elevation\, height and vertical m
 ovement of the observed points (1 hour)<br />c) analysis of the results (1
  hour)</p>\n<p>2. Control of the horizontal movement of the dam crown of t
 he hydropower plant<br />a) checking the stability of the base points and 
 determining the horizontal movements at the observed points using the stra
 ight line measurement method using a Leica TS30 instrument (2 hours)<br />
 b) determination of horizontal movements using the Lamanche method using a
  Leica TS30 instrument (1 hour)<br />c) determination of horizontal moveme
 nts using a Zeiss PZL 100 projector\, (2 hours)<br />d) calculation of the
  movement of the observed points (1 hour)<br />e) analysis of the results.
  (1 hour)</p>\n<p>3. Determination of the geometric parameters of the cran
 e track and the gantry crane<br />a) measurement of the track direction an
 d height parameters of the overhead crane and the rail crane\, which are l
 ocated above the outflow object of the hydropower plant\, (5 hours)<br />b
 ) calculation of the optimal rectification values\, (1 hour)<br />c) graph
 ical representation of the direction and height parameters of the crane tr
 ack. (1 hour)</p>\n<p>4. Radar interferometry<br />a) Dynamic movement ana
 lysis of the sluice embankment with a radar interferometer\, (4 hours)<br 
 />b) Graphic representation\, mathematical analysis and evaluation of the 
 results (3 hours)</p>
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