DatasetStone Stability Under Non-uniform Flow

?titleStone Stability Under Non-uniform Flow
?creatororcidNguyen Thanh Hoan
?contributorTU Delft, Faculty of Civil Engineering and Geosciences, Department of Hydraulic Engineering
?date accepted2010
?date created2010-01-26
?date published2010
In this research, experiments were carried out in which both the bed response (quantified by a dimensionless entrainment rate) and the flow field (velocity and turbulence intensity distributions) are measured. The flow in a gradual expansion open-channel and its influence on stone stability were chosen to study as in such a flow the turbulence intensity is high. Three experimental set-ups with different expansion dimensions were used to create different combinations of velocity and turbulence.
?extent3.21 GB
?formatNetCDF, ncml, pdf, zipped(txt, pdf, excel, jpg, application/octet-stream)
?publisherTU Delft
?subjectopen-channel flow ● stone stability ● turbulence
? ▲ in collection
?is required bynew windowStone stability under non-uniform flow: [dissertation, Hoan, N.T., 2008]
? ▼ has partStone Stability Under Non-uniform Flow (part 2)
? ▼ has partStone Stability Under Non-uniform Flow (part 3)
?Dataset files incl raw data of setup 1 (bagit, 752 MB) >>download complete dataset (zip)|download separate files
+contents of this dataset, 1440 files
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[For more about the netCDF data format see the new windowUnidata NetCDF site]
measurement report (application/pdf)
Basic statistics of this dataset:
Dimensions:series_profile(136) series_profile_point(3089)
Variables:series(series_profile) profile(series_profile) H(series_profile) B(series_profile) Fr(series_profile) Re(series_profile) u_1(series_profile) u_2(series_profile) U_bulk(series_profile) series2(series_profile_point) profile2(series_profile_point) z(series_profile_point) overline_u(series_profile_point) sigma_u(series_profile_point) sigma_u_u(series_profile_point) overline_w(series_profile_point) sigma_w(series_profile_point) sigma_w_u(series_profile_point) minus_overline_uw(series_profile_point)
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