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StreamLab06: Sediment Transport Monitoring

The first phase of the StreamLab06 project wascompleted in late March, 2006, and was focused on testing several existing and one new technology for sampling bedload transport. Technologies were tested in separate sets of sand and gravel trials.

Left: Smokey Pittman (Graham Matthews & Associates) and Robert Hilldale (Sedimentation and River Hydraulics Group - BLM) take a sample while David Dean (NCED) looks on. View is downstream, and the weigh pans are just downstream of the testing platform. RIght: Broderick Davis (Federal Interagency Sedimentation Project) stores a sample.


For the former, the channel was pre-loaded with sediment consisting of nearly uniformly sized (approximately 0.8mm) sand. Transported sand was captured in the channel's weigh pans, weighed, and recirculated. The water discharge varied (from trial to trial) between 2.0 and 3.6 cubic feet per second.

Three standard "manual" samplers were tested: a 3" Helley-Smith, a 3" BL84 and an Elwha Sampler. For each, samples were taken at a fixed lateral position in the flow, just upstream from the weigh pans. Samples were taken over times varying from 15 seconds to one minute to see what sample-time would be necessary to capture natural variability in the sediment transport.


In addition to these samplers, two (1200 and 600 kHz) Acoustic Doppler Current Profilers (ADCP) were installed and tested. These units just touch the water surface, and have the potential to deliver non-destructive information on sediment transport. For this experiment, researchers concentrated on the zones just upstream and downstream of the unit. In the downstream zone, which was just upstream of the weigh pans, a velocimeter (16mHz Micro ADV) provided a velocity profile of the flow, which will be used to calculate bed stresses. Finally, a 100 frame-per-second digital video camera capable of resolving individual grains captured the flow as it passed through the downstream zone.

For the second set of trials, the sand was cleared from the channel, replaced with gravel, and several runs with varying discharges (up to a maximum of 5.5 cubic meters per second) were conducted. The same bedload sampling technologies were in place for the gravel runs, and a Toutle River 2 sampler was added to the mix.
 

1200 kHz ADCP unit
Left: looking upstream at the bed, with flow just beginning. Weigh pans are just in front of the gravel base. Aluminum rods hanging from top hold the sonar probes. RIght: Flow just upstream of weigh pans (flow is right to left). Sonar probes on the aluminum rods take bed elevations at one second intervals.