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D.Q. Matejka

Publications and source records attributed to D.Q. Matejka.

2 recordsLinked to original sources

Investigations of fluvial sediments of the Niobrara River near Valentine, Nebraska

This report contains results of observations that were made from the time when a natural constriction was formed in the Niobrara River near Valentine, Nebr., to the time when it was widened by high flows. After the constriction was widened, insufficient turbulence was developed to suspend most of the sediment. The report gives information on the amount and characteristics of the sediment that moves as unmeasured load at normal sections of the stream near the constriction and at the measuring sections at the Sparks gaging station. Lateral distributions of depth, velocity, and concentration are shown for the sections where sediment discharge was measured. In addition, vertical distributions of concentration, velocity, and percentage of particles coarser than 0.25 mm are shown for the contracted section. The vertical distributions seem to indicate that the total sediment load of the stream was usually in suspension at the contracted section. Exclusive of the period during the winter when upstream reservoirs. were not flushed, the measured discharge of suspended sediment at the normal sections near the contraction averaged 47 percent and at the Sparks gaging station 41 percent of the measured sediment discharge at the contracted section. Particle sizes of suspended sediment and bed material are tabulated, and some size distributions are plotted. In conformity with bedload theory, the computed particle sizes of the unmeasured load were slightly smaller than the average particle sizes in the samples of bed material.

Circular

The measurement of total sediment load in alluvial streams

The measurement of the total sediment load transported by streams that flow in alluvial channels has been a perplexing problem to engineers and geologists for over a century. Until the last decade the development of equipment to measure bed load and suspended load was carried on almost independently, and without primary consideration of the fundamental laws governing the transportation of fluvial sediments. French investigators during the nineteenth century described methods of measurement and a mathematical approach for computing the rate of bed-load movement. The comprehensive laboratory investigations by Gilbert early in this century provided data that are still being used for studies of sediment transport. Detailed laboratory investigations of bed-load movement conducted during the last two decades by a number of investigators have resulted in the development of additional mathematical formulas for computing rates of bed-load movement. Likewise, studies of turbulent flow have provided the turbulence suspension theory for suspended sediment as it is known today.

Conference Paper