Search results for " hydraulic models"

showing 2 items of 2 documents

Hydraulic Models and Finite Elements for Monitoring of an Earth Dam, by Using GNSS Techniques

2016

This work gives a comparison between different mathematicalmodels for the evaluation of the movements of an earthendam situated between Bivona and Alessandria della Rocca, inthe province of Agrigento (AG), Italy. The models selected areof a hydraulic nature, already tested on concrete dams, andfinite elements models which, on the contrary, exploit geotechnicalparameters. The results obtained from the comparisonof the displacement planimetric components and the relativetime series of data over a period of two years appear to befully satisfactory, in fact using both models of a hydraulic andgeotechnical nature, we reach residues of just mm. To supportthis work, a monitoring procedure using GN…

Engineering010504 meteorology & atmospheric sciencesSeries (mathematics)business.industrySettore ICAR/02 - Costruzioni Idrauliche E Marittime E Idrologia0211 other engineering and technologies02 engineering and technologyGeotechnical Engineering and Engineering Geology01 natural sciencesCivil engineeringFinite element methodDisplacement (vector)GNSS earth dam monitoring hydraulic models FEMGNSS applicationsConvergence (routing)businessSettore ICAR/06 - Topografia E Cartografia021101 geological & geomatics engineering0105 earth and related environmental sciencesCivil and Structural EngineeringMonitoring procedurePeriodica Polytechnica Civil Engineering
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Discharge estimation combining flow routing and occasional measurements of velocity

2011

A new procedure is proposed for estimating river discharge hydrographs during flood events, using only water level data at a single gauged site, as well as 1-D shallow water modelling and occasional maximum surface flow velocity measurements. One-dimensional diffusive hydraulic model is used for routing the recorded stage hydrograph in the channel reach considering zero-diffusion downstream boundary condition. Based on synthetic tests concerning a broad prismatic channel, the “suitable” reach length is chosen in order to minimize the effect of the approximated downstream boundary condition on the estimation of the upstream discharge hydrograph. The Manning’s roughness coefficient is calibra…

lcsh:GE1-350Meteorologyflow routing modelslcsh:TDischargelcsh:Geography. Anthropology. RecreationExtrapolationHydrographRating curveGeodesylcsh:Technologylcsh:TD1-1066hydraulic modelSettore ICAR/01 - IdraulicaRouting (hydrology)lcsh:GFlow velocityStage (hydrology)Discharge measurementlcsh:Environmental technology. Sanitary engineeringDischarge measurement; hydraulic models; flow routing modelslcsh:Environmental sciencesGeologyFlow routingHydrology and Earth System Sciences
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