Unconventional High Precision Micronetwork Determination for the Needs of the Monitoring of the Riverbed Model Changes Caused by the Water Flow
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00300806" target="_blank" >RIV/68407700:21110/16:00300806 - isvavai.cz</a>
Výsledek na webu
<a href="http://dx.doi.org/10.5593/sgem2016B22" target="_blank" >http://dx.doi.org/10.5593/sgem2016B22</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.5593/sgem2016B22" target="_blank" >10.5593/sgem2016B22</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Unconventional High Precision Micronetwork Determination for the Needs of the Monitoring of the Riverbed Model Changes Caused by the Water Flow
Popis výsledku v původním jazyce
The article presents a design of the geodetic measurement, measurement itself, the results and their interpretation for the specific water management experiment. The experiment consists of the monitoring of the changes of the riverbed caused by the water flow with maximum permissible error 2 mm. For purposes of the research project “Improvement of navigation conditions on the Labe between Ústí nad Labem - state border CR / FRG - Navigation Step Děčín” was built a model for the water of the Elbe River with a total length of 7 km at a scale of 1:70 in outdoor areas of the Water Research Institute T.G.M. Prague (Czech Republic) in 2015. The length of the model is 100 m. The ultimate goal of the project is the design and realization of the river regulation to improve the navigation conditions, the impact of adaptations will be tested on the specified physical model first. The model is concrete, the riverbed itself is modeled from the sand with grain size corresponding to the real bottom cover (in scale 1:70). Whole model is covered by the wooden roof from above and by the dense mesh-work from the sides to avoid the damage of the riverbed by the weather or small animals. The watercourse is considerably tortuous and measurement situation is thus approaching to the measurements in a narrow tunnel (width of about 2 m). The task of the presented geodetic measurement is to determine the coordinates of spherical control points for subsequent 3D scanning with a standard deviation in each coordinate better than 0.4 mm. Changes in the riverbed are then monitored by the 3D scanning method. The objective was successfully achieved by a special shape surveying network designed a priori in precision planning software PrecisPlanner 3D and using high-precision instrument and equipment.
Název v anglickém jazyce
Unconventional High Precision Micronetwork Determination for the Needs of the Monitoring of the Riverbed Model Changes Caused by the Water Flow
Popis výsledku anglicky
The article presents a design of the geodetic measurement, measurement itself, the results and their interpretation for the specific water management experiment. The experiment consists of the monitoring of the changes of the riverbed caused by the water flow with maximum permissible error 2 mm. For purposes of the research project “Improvement of navigation conditions on the Labe between Ústí nad Labem - state border CR / FRG - Navigation Step Děčín” was built a model for the water of the Elbe River with a total length of 7 km at a scale of 1:70 in outdoor areas of the Water Research Institute T.G.M. Prague (Czech Republic) in 2015. The length of the model is 100 m. The ultimate goal of the project is the design and realization of the river regulation to improve the navigation conditions, the impact of adaptations will be tested on the specified physical model first. The model is concrete, the riverbed itself is modeled from the sand with grain size corresponding to the real bottom cover (in scale 1:70). Whole model is covered by the wooden roof from above and by the dense mesh-work from the sides to avoid the damage of the riverbed by the weather or small animals. The watercourse is considerably tortuous and measurement situation is thus approaching to the measurements in a narrow tunnel (width of about 2 m). The task of the presented geodetic measurement is to determine the coordinates of spherical control points for subsequent 3D scanning with a standard deviation in each coordinate better than 0.4 mm. Changes in the riverbed are then monitored by the 3D scanning method. The objective was successfully achieved by a special shape surveying network designed a priori in precision planning software PrecisPlanner 3D and using high-precision instrument and equipment.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
DE - Zemský magnetismus, geodesie, geografie
OECD FORD obor
—
Návaznosti výsledku
Projekt
—
Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2016
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
16th International Multidisciplinary Scientific Geoconference SGEM 2016 Book 2 Informatics, Geoinformatics,and Remote Sensing Volume II
ISBN
978-619-7105-69-8
ISSN
1314-2704
e-ISSN
—
Počet stran výsledku
8
Strana od-do
697-704
Název nakladatele
International Multidisciplinary Scientific GeoConference SGEM
Místo vydání
Sofia
Místo konání akce
Albena
Datum konání akce
28. 6. 2016
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
000395499500090