387 25 6731 1 16936 document 6731 gonad_volume_measurements.xlsx application/vnd.openxmlformats-officedocument.spreadsheetml.sheet 8eb25da87b3a784d800db6ac9de67b0b MD5 20451 2017-06-20 16:32:12 https://researchdata.bath.ac.uk/387/1/gonad_volume_measurements.xlsx 387 1 1 application/vnd.openxmlformats-officedocument.spreadsheetml.sheet other en public

gonad_volume_measurements.xlsx

data 6732 1 16938 document 6732 stats_for_fluorometer.xlsx application/vnd.openxmlformats-officedocument.spreadsheetml.sheet 2b20b1fc22081143b0e39d642ba69029 MD5 52014 2017-06-20 16:32:17 https://researchdata.bath.ac.uk/387/2/stats_for_fluorometer.xlsx 387 2 2 application/vnd.openxmlformats-officedocument.spreadsheetml.sheet other en public

stats_for_fluorometer.xlsx

data 6733 1 16940 document 6733 VELOCITY_FULLY_POPULATED_USE_THIS_ONE.xlsx application/vnd.openxmlformats-officedocument.spreadsheetml.sheet 1d9c1607e3e3230059160812a8b27a4e MD5 2096789 2017-06-20 16:32:35 https://researchdata.bath.ac.uk/387/3/VELOCITY_FULLY_POPULATED_USE_THIS_ONE.xlsx 387 3 3 application/vnd.openxmlformats-officedocument.spreadsheetml.sheet other en public

VELOCITY_FULLY_POPULATED_USE_THIS_ONE.xlsx

data 6734 1 16942 document 6734 fluorometer_results_amalgamated_metres.xlsx application/vnd.openxmlformats-officedocument.spreadsheetml.sheet 56713dec1db8e15c63dd9f7726eb30e7 MD5 40956 2017-06-20 16:34:31 https://researchdata.bath.ac.uk/387/4/fluorometer_results_amalgamated_metres.xlsx 387 4 4 application/vnd.openxmlformats-officedocument.spreadsheetml.sheet other en public

fluorometer_results_amalgamated_metres.xlsx

data archive 7650 disk0/00/00/03/87 2017-06-26 11:40:52 2024-06-11 16:50:29 2017-06-26 11:40:52 data_collection show Dams Barrie B.Dams@bath.ac.uk 0000-0001-7081-5457 University of Bath TRUE CP0030 CP0160 FZ0020 dept_civ_eng Arched and flat model sea stars were used in a recirculating flow hydraulics flume to assess flow velocities. Methods employed were: using a fluorometer to detect injected rhodamine dye, acoustic Doppler velocimeter to detect mean and shear velocities to a depth of 35mm above the substrate, DPIV using glass microspheres to detect velocities closer to the substrate. 2017 University of Bath public RightsHolder University of Bath Unfunded The experimental work was undertaken in a unidirectional flow channel measuring 7.50 m long and 0.30 m wide. Flow rate was controlled using a pump and two depth-averaged flow velocities (flow velocity averaged over the entire depth of the water column) were investigated. These were 0.10 ms-1 and 0.25 ms-1 and corresponded to relatively “low” and "high” turbulence cases. A sluice gate located downstream of the experimental section was used to control the water depth, which was set at 0.15 m or 0.30 m during the experiment. Dye concentration was measured at four positions downstream of the model along the flume centreline using a Turner Designs C3 Submersible Fluorometer sampled at 1 Hz. A Nortek Vector Acoustic Doppler Velocimeter (ADV) was used to obtain direct point measurements of flow velocity through the flume cross-section, a distance 80 mm downstream of the model centre (Fig. 2). Measurements of all three velocity components (x – along-flume, y – cross-flume, z - vertical) were obtained for both depth-averaged flow velocities at 35 mm vertical intervals at three cross-flume measurement locations. Velocity data was recorded for a 15 second period at each instrument location. 2015-02 2016-04 2015-02 2016-04 University of Bath hydraulics flume en 1 10.15125/BATH-00387 https://doi.org/10.1016/j.jembe.2017.12.020 pub