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Conference Papers

Browse almost 5,000 conference papers authored by our scientists and refine search by topic, location, year, and advanced search.

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Density gradient centrifugation: Application to the separation of macerals of type I, II, and III sedimentary organic matter Density gradient centrifugation: Application to the separation of macerals of type I, II, and III sedimentary organic matter

Samples of organic matter from nine well-known geological units (Green River Fm., Tasmanian Tasmanite, Lower Toarcian Sh. of the Paris Basin, Duwi Fm., New Albany Sh., Monterey Fm., Herrin No. 6 coal, Eocene coal, and Miocene lignite from Kalimantan) were processed by density gradient centrifugation (DGC) to isolate the constituent macerals. Optimal separation, as well as the liberation...
Authors
B.A. Stankiewicz, M.A. Kruge, J.C. Crelling, G.L. Salmon

Design and operation of a system to monitor sediment deposition for protection of an endangered mussel Design and operation of a system to monitor sediment deposition for protection of an endangered mussel

The USGS, in cooperation with the COE, has designed and installed a system to continuously monitor changes in elevation of the river bed over the mussel bed located downstream of the Olmsted Locks and Dam project. The installed system utilizes a multi-transducer acoustic ranging system to provide river bed elevation measurements accurate to plus or minus 1 cm. The system is currently...
Authors
Michael S. Griffin, David S. Mueller

Design of Manning's-roughness-coefficient study in New York State Design of Manning's-roughness-coefficient study in New York State

Field-collected hydraulic data can be used to compute roughness coefficients for channels with different hydraulic characteristics. Suggested criteria for the design of a roughness-coefficient study include: (1) location of the study reach close to an established streamflow-monitoring site with a stable high-flow stage-to-discharge relation; (2) uniform hydraulic conditions within, and...
Authors
William F. Coon

Development of saline seeps in Southwestern United States Development of saline seeps in Southwestern United States

Saline seeps are an increasingly serious problem in semi-arid regions of the southwestern United States. They result when excessive recharge of the shallow ground water in soils raises the water table locally to within one meter of the land surface, and the salinity of the shallow water is increased through evaporation. In this connection, a comprehensive study is being undertaken in...
Authors
Kenneth S. Johnson

Effects of flow duration on local scour at bridge piers in New York Effects of flow duration on local scour at bridge piers in New York

The relation of local scour to the duration of high flows and other hydraulic properties is being studied at 31 bridge sites in New York State. Clear-water scour is common at most of the sites, and local-scour holes that formed during prolonged high flows did not refill during flow recessions. The deepening of about 20 local-scour holes by subsequent high flows indicates that the length...
Authors
Gerard K. Butch, Richard Lumia

Effects of gravel mining on natural cottonwood stands Effects of gravel mining on natural cottonwood stands

No abstract available.
Authors
M. L. Scott, E. D. Eggleston, G.T. Auble, Jonathan M. Friedman, L.S. Ischinger

Effects of simulated ice on the performance of price type-AA current meter rotors Effects of simulated ice on the performance of price type-AA current meter rotors

Slush ice readily adheres to the standard metal rotor of the winter Price type-AA current meter and affects the ability of the meter to measure the flow velocity accurately. Tests conducted at the U.S. Geological Survey Hydraulics Laboratory at Stennis Space Center, Mississippi, attempt to quantify the effects of slush ice on the performance of standard Price type-AA meter metal rotors...
Authors
Janice M. Fulford

Factors affecting accuracy of slope-area discharge determination of the September 1992 flood in Raven Fork, Western North Carolina Factors affecting accuracy of slope-area discharge determination of the September 1992 flood in Raven Fork, Western North Carolina

For the flood of September 10, 1992, in Raven Fork, Swain County, North Carolina, a peak discharge of 460 cubic meters per second was computed by using the slope-area method. Accuracy of this determination depends on suitability of the selected reach and, in particular, selection of Manning's roughness coefficients, interpretation of the high-water marks, number and placement of cross...
Authors
W. Harold Eddins, Thomas J. Zembrzuski

Field performance of an acoustic scour-depth monitoring system Field performance of an acoustic scour-depth monitoring system

The Herbert C. Bonner Bridge over Oregon Inlet serves as the only land link between Bodie and Hatteras Islands, part of the Outer Banks of North Carolina. Periodic soundings over the past 30 years have documented channel migration, local scour, and deposition at several pilings that support the bridge. In September 1992, a data-collection system was installed to permit the off-site...
Authors
Mason, D. Max Sheppard

Flood monitoring network in southeastern Louisiana Flood monitoring network in southeastern Louisiana

A flood monitoring network has been established to alert emergency operations personnel and the public about hydrologic conditions in the Amite River Basin. The U.S. Geological Survey (USGS), in cooperation with the Louisiana Office of Emergency Preparedness (LOEP), has installed a real-time data acquisition system to monitor rainfall and river stages in the basin. These data will be...
Authors
Brian E. McCallum

Floodflow effects on riparian vegetation in Arizona Floodflow effects on riparian vegetation in Arizona

A relation for estimating changes in the condition of riparian vegetation as a function of stream power was developed for stream channels in central Arizona. Flood and vegetation data were collected from 13 flows at 11 sites. Stream power was computed at cross sections and plotted against the average height of vegetation for each flow. The effect of the flow - no effect, little effect...
Authors
J. V. Phillips, H. W. Hjalmarson
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