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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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Time-dependent landslide probability mapping Time-dependent landslide probability mapping

Case studies where time of failure is known for rainfall-triggered debris flows can be used to estimate the parameters of a hazard model in which the probability of failure is a function of time. As an example, a time-dependent function for the conditional probability of a soil slip is estimated from independent variables representing hillside morphology, approximations of material...
Authors
Russell H. Campbell, Richard L. Bernknopf

TRIM—3D: a three-dimensional model for accurate simulation of shallow water flow TRIM—3D: a three-dimensional model for accurate simulation of shallow water flow

A semi-implicit finite difference formulation for the numerical solution of three-dimensional tidal circulation is discussed. The governing equations are the three-dimensional Reynolds equations in which the pressure is assumed to be hydrostatic. A minimal degree of implicitness has been introduced in the finite difference formula so that the resulting algorithm permits the use of large...
Authors
Vincenzo Casulli, Enrico Bertolazzi, Ralph T. Cheng

U.S. Geological Survey bedload sampling policy U.S. Geological Survey bedload sampling policy

During the late 1960's, the U.S. Geological Survey's (USGS) Water Resources Division (WRD) developed the Helley-Smith bedload sampler. Since then, the USGS and the Technical Committee of the Federal Interagency Subcommittee on Sedimentation (Technical Committee) have performed extensive flume and field studies concerning the calibration and use of bedload samplers. The policy and...
Authors
G. Douglas Glysson

Use of geophysical data to assess scour development Use of geophysical data to assess scour development

The development of scour holes in the Connecticut River near the new Baldwin Bridge has been documented by comparing geophysical records collected before (1989), during (1990), and after (1992) bridge construction. Eight piers that support the 570-m (meter) span over the Connecticut River were protected by 12-m wide cofferdams during construction. The maximum flow during the study was...
Authors
Gary Placzek, Peter F. Haeni, Roy Trent

Using a GIS to link digital spatial data and the precipitation-runoff modeling system, Gunnison River Basin, Colorado Using a GIS to link digital spatial data and the precipitation-runoff modeling system, Gunnison River Basin, Colorado

The U.S. Geological Survey Precipitation-Runoff Modeling System, a modular, distributed-parameter, watershed-modeling system, is being applied to 20 smaller watersheds within the Gunnison River basin. The model is used to derive a daily water balance for subareas in a watershed, ultimately producing simulated streamflows that can be input into routing and accounting models used to assess
Authors
William A. Battaglin, Gerhard Kuhn, Randolph S. Parker

Variation of froude number with discharge for large-gradient steams Variation of froude number with discharge for large-gradient steams

Under chemical-control conditions, the Froude number (f) for a cross-section can be approximated as a function of the ratio R2/ 3/d 1/2 , where R is the hydraulic radius and d is the average depth. For cross sections where the ratio increases with increasing depth, F can also increase with depth Current-meter measurement data for 433 streamflow gaging stations in Colorado were reviewed...
Authors
Kenneth L. Wahl

Water-level, velocity, and dye measurements in the Chicago tunnels Water-level, velocity, and dye measurements in the Chicago tunnels

On April 13, 1992, a section of a 100-year-old underground freight tunnel in downtown Chicago, Illinois was breached where the tunnel crosses under the Chicago River, about 15 meters below land surface. The breach allowed water from the Chicago River to flow into the freight tunnels and into buildings connected to the tunnels. As a result, utility services to more than 100 buildings in...
Authors
K. A. Oberg, A.R. Schmidt
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