Robert Holmes, Jr., Ph.D., P.E., F.ASCE, F.EWRI, D.WRE (Former Employee)
Science and Products
Filter Total Items: 104
Floods of July 18-20, 1996, in northern Illinois Floods of July 18-20, 1996, in northern Illinois
Record flooding occurred on many streams in northern Ilinois during July 18-20, 1996. Over 16 inches of rain fell at some locations during and just prior to this period. Peak of record discharges were recorded at 19 U.S. Geological Survey (USGS) streamflow-gaging stations. The USGS, in cooperation with the Illinois Department of Natural Resources, Office of Water Resources (IDNROWR), has...
Authors
Robert R. Holmes, Amanda Kupka
Composite recovery type curves in normalized time from Theis' exact solution Composite recovery type curves in normalized time from Theis' exact solution
Type curves derived from Theis’ exact nonequilibrium well function solution are proposed for graphical estimation of aquifer hydraulic properties, transmissivity (T), and storage coefficient (S), from water‐level recovery data after cessation of a constant‐rate discharge test. Drawdown (on log scale) is plotted versus the ratio of time since pumping stopped to duration of pumping, a...
Authors
Daniel J. Goode
Sediment transport in the lower Missouri and the central Mississippi rivers, June 26 through September 14, 1993 Sediment transport in the lower Missouri and the central Mississippi rivers, June 26 through September 14, 1993
Sediment data were collected for five sediment stations on the lower Missouri and the central Mississippi rivers during the 1993 flood. During the period of June 26 to September 14, 1993, 55 million metric tons was transported past St. Louis, Missouri by the Mississippi River. Sediment was stored in the Missouri River floodplain above the Mississippi River as more than 22,000 hectares of
Authors
Robert R. Holmes
Direct simulation of groundwater age Direct simulation of groundwater age
A new method is proposed to simulate groundwater age directly, by use of an advection-dispersion transport equation with a distributed zero-order source of unit (1) strength, corresponding to the rate of aging. The dependent variable in the governing equation is the mean age, a mass-weighted average age. The governing equation is derived from residence-time-distribution concepts for the...
Authors
Daniel J. Goode
Development, verification, and application of a simplified method to estimate total-streambed scour at bridge sites in Illinois Development, verification, and application of a simplified method to estimate total-streambed scour at bridge sites in Illinois
A simplified method to estimate total-streambed scour was developed for application to bridges in the State of Illinois. Scour envelope curves, developed as empirical relations between calculated total scour and bridge-site chracteristics for 213 State highway bridges in Illinois, are used in the method to estimate the 500-year flood scour. These 213 bridges, geographically distributed...
Authors
Robert R. Holmes, Chad J. Dunn
Hydraulic, geotechnical, geomorphic, and biologic data for the Cache River/Heron Pond area in southern Illinois Hydraulic, geotechnical, geomorphic, and biologic data for the Cache River/Heron Pond area in southern Illinois
Heron Pond, located in extreme southern Illinois, lies immediately adjacent to the upper Cache River. The upper Cache River is encroaching on Heron Pond, which has raised the issue of the possibility of a failure of the Heron Pond wall, the area between Heron Pond and the upper Cache River. Hydraulic, geotechnical, geomorphic, and biologic data were collected by the U.S. Geological...
Authors
Robert R. Holmes
Simplified method for estimating total streambed scour at bridges in Illinois Simplified method for estimating total streambed scour at bridges in Illinois
A simplified method to estimate total streambed scour was developed for application to approximately 10,000 Local Agency bridges (bridges owned by local governments and not by the State of Illinois). This method consists of using total scour-envelope curves, developed as empirical relations between calculated total scour and bridge characteristics for 303 State Highway Bridges, to...
Authors
Robert R. Holmes, Daniel G. Ghere, Chad J. Dunn
Simulation of rainfall-runoff for basins in the Rolla, Missouri, area Simulation of rainfall-runoff for basins in the Rolla, Missouri, area
Important rainfall-runoff characteristics for basins in the Rolla, Missouri, area were determined to be overland flow, interception storage, interception losses, evaporation, and infiltration. Using these characteristics, the U.S. Environmental Protection Agency's Stormwater Management Model (SWMM) was configured for basins in the study area. The data network for the model calibration...
Authors
Robert R. Holmes, J. W. East
Concentration history during pumping from a leaky aquifer with stratified initial concentration Concentration history during pumping from a leaky aquifer with stratified initial concentration
Analytical and numerical solutions are employed to examine the concentration history of a dissolved substance in water pumped from a leaky aquifer. Many aquifer systems are characterized by stratification, for example, a sandy layer overlain by a clay layer. To obtain information about separate hydrogeologic units, aquifer pumping tests are often conducted with a well penetrating only...
Authors
Daniel J. Goode, Paul A. Hsieh, Allen M. Shapiro, Warren W. Wood, Thomas F. Kraemer
Laboratory procedures and data reduction techniques to determine rheologic properties of mass flows Laboratory procedures and data reduction techniques to determine rheologic properties of mass flows
Determining the rheologic properties of coarse- grained mass flows is an important step to mathematically simulate potential inundation zones. Using the vertically rotating flume designed and built by the U.S. Geological Survey, laboratory procedures and subsequent data reduction have been developed to estimate shear stresses and strain rates of various flow materials. Although direct...
Authors
Robert R. Holmes, R.J. Huizinga, S.M. Brown, H.E. Jobson
Modeling transport in transient ground-water flow: An unacknowledged approximation Modeling transport in transient ground-water flow: An unacknowledged approximation
During unsteady or transient ground-water flow, the fluid mass per unit volume of aquifer changes as the potentiometric head changes, and solute transport is affected by this change in fluid storage. Three widely applied numerical models of two-dimensional transport partially account for the effects of transient flow by removing terms corresponding to the fluid continuity equation from...
Authors
Daniel J. Goode
Comment on “Flow and tracer transport in a single fracture: A stochastic model and its relation to some field observations” by L. Moreno et al. Comment on “Flow and tracer transport in a single fracture: A stochastic model and its relation to some field observations” by L. Moreno et al.
Moreno et al. [1988] (hereinafter referred to as MT) used a particle-tracking scheme to investigate the physics of solute movement in a variable-aperture planar fracture. The spatially heterogeneous fluid velocity was assumed to be the only mechanism of solute movement; local or pore scale dispersion and molecular diffusion were assumed to be negligible. The particle-tracking scheme used...
Authors
Daniel J. Goode, Allen M. Shapiro
Non-USGS Publications**
Watson, Chester C., Holmes, Jr., R.R., and Biedenharn, D.S..,2013, Mississippi River Streamflow Measurement Techniques at St. Louis, Missouri, Journal of Hydraulic Engineering, 139 (10), pp 1062-1070
**Disclaimer: The views expressed in Non-USGS publications are those of the author and do not represent the views of the USGS, Department of the Interior, or the U.S. Government.
Science and Products
Filter Total Items: 104
Floods of July 18-20, 1996, in northern Illinois Floods of July 18-20, 1996, in northern Illinois
Record flooding occurred on many streams in northern Ilinois during July 18-20, 1996. Over 16 inches of rain fell at some locations during and just prior to this period. Peak of record discharges were recorded at 19 U.S. Geological Survey (USGS) streamflow-gaging stations. The USGS, in cooperation with the Illinois Department of Natural Resources, Office of Water Resources (IDNROWR), has...
Authors
Robert R. Holmes, Amanda Kupka
Composite recovery type curves in normalized time from Theis' exact solution Composite recovery type curves in normalized time from Theis' exact solution
Type curves derived from Theis’ exact nonequilibrium well function solution are proposed for graphical estimation of aquifer hydraulic properties, transmissivity (T), and storage coefficient (S), from water‐level recovery data after cessation of a constant‐rate discharge test. Drawdown (on log scale) is plotted versus the ratio of time since pumping stopped to duration of pumping, a...
Authors
Daniel J. Goode
Sediment transport in the lower Missouri and the central Mississippi rivers, June 26 through September 14, 1993 Sediment transport in the lower Missouri and the central Mississippi rivers, June 26 through September 14, 1993
Sediment data were collected for five sediment stations on the lower Missouri and the central Mississippi rivers during the 1993 flood. During the period of June 26 to September 14, 1993, 55 million metric tons was transported past St. Louis, Missouri by the Mississippi River. Sediment was stored in the Missouri River floodplain above the Mississippi River as more than 22,000 hectares of
Authors
Robert R. Holmes
Direct simulation of groundwater age Direct simulation of groundwater age
A new method is proposed to simulate groundwater age directly, by use of an advection-dispersion transport equation with a distributed zero-order source of unit (1) strength, corresponding to the rate of aging. The dependent variable in the governing equation is the mean age, a mass-weighted average age. The governing equation is derived from residence-time-distribution concepts for the...
Authors
Daniel J. Goode
Development, verification, and application of a simplified method to estimate total-streambed scour at bridge sites in Illinois Development, verification, and application of a simplified method to estimate total-streambed scour at bridge sites in Illinois
A simplified method to estimate total-streambed scour was developed for application to bridges in the State of Illinois. Scour envelope curves, developed as empirical relations between calculated total scour and bridge-site chracteristics for 213 State highway bridges in Illinois, are used in the method to estimate the 500-year flood scour. These 213 bridges, geographically distributed...
Authors
Robert R. Holmes, Chad J. Dunn
Hydraulic, geotechnical, geomorphic, and biologic data for the Cache River/Heron Pond area in southern Illinois Hydraulic, geotechnical, geomorphic, and biologic data for the Cache River/Heron Pond area in southern Illinois
Heron Pond, located in extreme southern Illinois, lies immediately adjacent to the upper Cache River. The upper Cache River is encroaching on Heron Pond, which has raised the issue of the possibility of a failure of the Heron Pond wall, the area between Heron Pond and the upper Cache River. Hydraulic, geotechnical, geomorphic, and biologic data were collected by the U.S. Geological...
Authors
Robert R. Holmes
Simplified method for estimating total streambed scour at bridges in Illinois Simplified method for estimating total streambed scour at bridges in Illinois
A simplified method to estimate total streambed scour was developed for application to approximately 10,000 Local Agency bridges (bridges owned by local governments and not by the State of Illinois). This method consists of using total scour-envelope curves, developed as empirical relations between calculated total scour and bridge characteristics for 303 State Highway Bridges, to...
Authors
Robert R. Holmes, Daniel G. Ghere, Chad J. Dunn
Simulation of rainfall-runoff for basins in the Rolla, Missouri, area Simulation of rainfall-runoff for basins in the Rolla, Missouri, area
Important rainfall-runoff characteristics for basins in the Rolla, Missouri, area were determined to be overland flow, interception storage, interception losses, evaporation, and infiltration. Using these characteristics, the U.S. Environmental Protection Agency's Stormwater Management Model (SWMM) was configured for basins in the study area. The data network for the model calibration...
Authors
Robert R. Holmes, J. W. East
Concentration history during pumping from a leaky aquifer with stratified initial concentration Concentration history during pumping from a leaky aquifer with stratified initial concentration
Analytical and numerical solutions are employed to examine the concentration history of a dissolved substance in water pumped from a leaky aquifer. Many aquifer systems are characterized by stratification, for example, a sandy layer overlain by a clay layer. To obtain information about separate hydrogeologic units, aquifer pumping tests are often conducted with a well penetrating only...
Authors
Daniel J. Goode, Paul A. Hsieh, Allen M. Shapiro, Warren W. Wood, Thomas F. Kraemer
Laboratory procedures and data reduction techniques to determine rheologic properties of mass flows Laboratory procedures and data reduction techniques to determine rheologic properties of mass flows
Determining the rheologic properties of coarse- grained mass flows is an important step to mathematically simulate potential inundation zones. Using the vertically rotating flume designed and built by the U.S. Geological Survey, laboratory procedures and subsequent data reduction have been developed to estimate shear stresses and strain rates of various flow materials. Although direct...
Authors
Robert R. Holmes, R.J. Huizinga, S.M. Brown, H.E. Jobson
Modeling transport in transient ground-water flow: An unacknowledged approximation Modeling transport in transient ground-water flow: An unacknowledged approximation
During unsteady or transient ground-water flow, the fluid mass per unit volume of aquifer changes as the potentiometric head changes, and solute transport is affected by this change in fluid storage. Three widely applied numerical models of two-dimensional transport partially account for the effects of transient flow by removing terms corresponding to the fluid continuity equation from...
Authors
Daniel J. Goode
Comment on “Flow and tracer transport in a single fracture: A stochastic model and its relation to some field observations” by L. Moreno et al. Comment on “Flow and tracer transport in a single fracture: A stochastic model and its relation to some field observations” by L. Moreno et al.
Moreno et al. [1988] (hereinafter referred to as MT) used a particle-tracking scheme to investigate the physics of solute movement in a variable-aperture planar fracture. The spatially heterogeneous fluid velocity was assumed to be the only mechanism of solute movement; local or pore scale dispersion and molecular diffusion were assumed to be negligible. The particle-tracking scheme used...
Authors
Daniel J. Goode, Allen M. Shapiro
Non-USGS Publications**
Watson, Chester C., Holmes, Jr., R.R., and Biedenharn, D.S..,2013, Mississippi River Streamflow Measurement Techniques at St. Louis, Missouri, Journal of Hydraulic Engineering, 139 (10), pp 1062-1070
**Disclaimer: The views expressed in Non-USGS publications are those of the author and do not represent the views of the USGS, Department of the Interior, or the U.S. Government.