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The AAPG/Datapages Combined Publications Database

Journal of Sedimentary Research (SEPM)

Abstract


Journal of Sedimentary Petrology
Vol. 60 (1990)No. 5. (September), Pages 649-657

Bed Configurations in Steady Unidirectional Water Flows. Part 1. Scale Model Study Using Fine Sands

Lawrence A. Boguchwal (2), John B. Southard

ABSTRACT

Reynolds-Froude scale modeling using hot-water flows to model cold-water flows was applied to the study of unidirectional-Previous HitflowNext Hit bed configurations in a large, thermally insulated laboratory flume. Three different water temperatures, ranging from 14 to 75°C, provided three different scale ratios, from 1.1 to 2.3. Effective sand sizes, scaled to 10°C water, were about 0.12 mm, 0.18 mm, and 0.28 mm. Relative to 10°C water, use of hot water multiplied the effective Previous HitflowNext Hit depth and all flume dimensions by factors of up to 2.3, the Previous HitflowNext Hit velocity by factors of up to 1.5, and the water discharge by factors of up to 8. The effective dimensions of the flume, scaled to 10°C water temperature, ranged up to over 26 m long and 2 m wide, with a Previous HitflowNext Hit depth of up to 0.5 m.

In the coarser sand sizes (0.17-0.26 mm), three bed phases were observed: ripples, dunes, and upper-regime plane bed. Dunes tended to be two-dimensional (crests straight and continuous) at low Previous HitflowNext Hit velocities and three-dimensional (crests sinuous and discontinuous) at relatively high Previous HitflowNext Hit velocities, except that at Previous HitflowNext Hit velocities transitional between ripples and dunes the bed showed a complex intermingling of irregular larger dunelike bed forms and smaller irregular ripples. In the dune range, ripples were prominently superimposed at relatively low Previous HitflowNext Hit velocities but nearly absent at relatively high Previous HitflowTop velocities.


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