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Geology topics

Douglas M. Thompson

Publications and source records attributed to Douglas M. Thompson.

2 recordsLinked to original sources

Interactions between pool geometry and hydraulics

An experimental and computational research approach was used to determine interactions between pool geometry and hydraulics. A 20-m-long, 1.8-m-wide flume was used to investigate the effect of four different geometric aspects of pool shape on flow velocity. Plywood sections were used to systematically alter constriction width, pool depth, pool length, and pool exit-slope gradient, each at two separate levels. Using the resulting 16 unique geometries with measured pool velocities in four-way factorial analyses produced an empirical assessment of the role of the four geometric aspects on the pool flow patterns and hence the stability of the pool. To complement the conclusions of these analyses, a two-dimensional computational flow model was used to investigate the relationships between pool geometry and flow patterns over a wider range of conditions. Both experimental and computational results show that constriction and depth effects dominate in the jet section of the pool and that pool length exhibits an increasing effect within the recirculating-eddy system. The pool exit slope appears to force flow reattachment. Pool length controls recirculating-eddy length and vena contracta strength. In turn, the vena contracta and recirculating eddy control velocities throughout the pool.

Water Resources Research

Hydraulics and sediment transport processes in a pool-riffle rocky mountain stream

Sediment transport processes related to varying channel-bed morphology were investigated from April to November, 1993 along a 1 km pool-riffle and step-pool reach of North Saint Vrain Creek, a small mountain stream in the Northern Colorado Rocky Mountains. Three hundred sixteen 16-256 mm tracer particles placed in two separate pool-riffle-pool sequences, forty-three direct bedload measurements at three separate cross-sections in discharges ranging between 0.27-8.8 m3/s, and indirect velocity measurements at thirteen cross-sections in 23 discharges ranging between 0.23-9.2 m3/s are used to assess sediment sorting patterns and sediment transport capacity variations. An investigation of secondary flow features and wave patterns provides preliminary evidence of turbulent controls on sediment entrainment and transport, and was used to develop a conceptual model of bedload transport and channel-bed maintenance on North Saint Vrain Creek. Recirculating eddy systems provide a means to constrict flow in pools, leading to modeled velocity-reversals at high flows. Tracer particle depositional evidence also indicates higher sediment transport capacities in pools versus riffles at high flow. Modeled hydraulic conditions and depositional evidence of tracers indicates that high-flow recirculating-eddy-influenced velocity-reversals and associated turbulence may provide the primary pool maintenance processes in this channel.

Conference Paper