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Articles 34921 - 34950 of 40036

Full-Text Articles in Civil and Environmental Engineering

Remarks: R. D. Morgan, R. D. Morgan Mar 1987

Remarks: R. D. Morgan, R. D. Morgan

Kentucky's Annual Forum on Transportation

No abstract provided.


Consultants, Contractors, Locals: A Panel Discussion, Jim Youngquist, Russell Sights, Mike Miller, James Parsons, E. B. Gaither, Lewis N. Melton, Dean Blake, Henry Hinkle, James D. Scott Mar 1987

Consultants, Contractors, Locals: A Panel Discussion, Jim Youngquist, Russell Sights, Mike Miller, James Parsons, E. B. Gaither, Lewis N. Melton, Dean Blake, Henry Hinkle, James D. Scott

Kentucky's Annual Forum on Transportation

No abstract provided.


Tennessee Bridges The Gap, Clellon Loveall Mar 1987

Tennessee Bridges The Gap, Clellon Loveall

Kentucky's Annual Forum on Transportation

No abstract provided.


Remarks From Senator Helen Garrett, Helen Garrett Mar 1987

Remarks From Senator Helen Garrett, Helen Garrett

Kentucky's Annual Forum on Transportation

No abstract provided.


Construction Management And Engineering Work Session, Garey White, Paul Faulkner, R. R. Dawson Jr., Robert A. Walsburger Mar 1987

Construction Management And Engineering Work Session, Garey White, Paul Faulkner, R. R. Dawson Jr., Robert A. Walsburger

Kentucky's Annual Forum on Transportation

No abstract provided.


Traffic Management Work Session, Bruce Siria, Mike Hailperin, William Sampson, George A. Yates, Anthony J. Barry Mar 1987

Traffic Management Work Session, Bruce Siria, Mike Hailperin, William Sampson, George A. Yates, Anthony J. Barry

Kentucky's Annual Forum on Transportation

No abstract provided.


Local Roads Management Work Session, Otto Ingram, Freddie Goble, Donald K. Bryant Mar 1987

Local Roads Management Work Session, Otto Ingram, Freddie Goble, Donald K. Bryant

Kentucky's Annual Forum on Transportation

No abstract provided.


Outstanding Road Programs, C. Leslie Dawson Mar 1987

Outstanding Road Programs, C. Leslie Dawson

Kentucky's Annual Forum on Transportation

No abstract provided.


Remarks: Lt. General E. R. Heiberg, Iii, E. R. Heiberg Iii Mar 1987

Remarks: Lt. General E. R. Heiberg, Iii, E. R. Heiberg Iii

Kentucky's Annual Forum on Transportation

No abstract provided.


State And Local Government Reactions, Larry Hayes, Charles F. Haywood, Edwin L. Griffin, Prentice Harvey Mar 1987

State And Local Government Reactions, Larry Hayes, Charles F. Haywood, Edwin L. Griffin, Prentice Harvey

Kentucky's Annual Forum on Transportation

No abstract provided.


Remarks: Frank Shafroth, Frank Shafroth Mar 1987

Remarks: Frank Shafroth, Frank Shafroth

Kentucky's Annual Forum on Transportation

The conference date of this session should be March 19, 1987 instead of March 21, 1987.


Welcome [1987], Art Gallaher Jr., C. Leslie Dawson Mar 1987

Welcome [1987], Art Gallaher Jr., C. Leslie Dawson

Kentucky's Annual Forum on Transportation

No abstract provided.


From The Director... [1987], Calvin G. Grayson Mar 1987

From The Director... [1987], Calvin G. Grayson

Kentucky's Annual Forum on Transportation

No abstract provided.


Letter From Dr. Otis A. Singletary, Otis A. Singletary Mar 1987

Letter From Dr. Otis A. Singletary, Otis A. Singletary

Kentucky's Annual Forum on Transportation

No abstract provided.


Letter From C. Leslie Dawson, C. Leslie Dawson Mar 1987

Letter From C. Leslie Dawson, C. Leslie Dawson

Kentucky's Annual Forum on Transportation

No abstract provided.


Acoustic Emission Monitoring Of Bascule Bridge Components, Theodore Hopwood Ii Mar 1987

Acoustic Emission Monitoring Of Bascule Bridge Components, Theodore Hopwood Ii

Kentucky Transportation Center Research Report

During September 4-16, 1986, Kentucky Transportation Research Program (KTRP) personnel conducted a two-week inspection of welding operations on bascule bridge components for the Wisconsin Department of Transportation (WisDOT). Welding was performed by the Phoenix Steel Company at Eau Clair, Wisconsin. The inspection was conducted using acoustic emission (AE) monitoring on in-process welds.

KTRP investigative experience with AE weld monitoring and testing of bridges began in 1973. Since that date, KTRP has performed nine series of laboratory and fabrication shop weld monitoring tests and conducted 20 field tests of bridges using a series of increasingly sophisticated AE devices. Over the past …


Design And Performance Of Highway Shoulders, David Q. Hunsucker, Gary W. Sharpe, Robert C. Deen Mar 1987

Design And Performance Of Highway Shoulders, David Q. Hunsucker, Gary W. Sharpe, Robert C. Deen

Kentucky Transportation Center Research Report

This report summarizes finding of a long-term evaluation of the construction and performance of asphaltic concrete and portland cement concrete shoulders. Performance was used as the basis for the development of empirical criteria that permit the use of existing pavement thickness design procedures for the structural design of shoulders. Minimum thicknesses were determined on the basis of performance and review of literature.


Traffic Control And Accidents At Rural, High-Speed Intersections, Kenneth R. Agent Mar 1987

Traffic Control And Accidents At Rural, High-Speed Intersections, Kenneth R. Agent

Kentucky Transportation Center Research Report

The site characteristics, traffic control used, and accidents occurring at 65 rural, high-speed intersections were summarized. The differences resulting when the right of way is controlled by stop signs versus a traffic signal are discussed. The factors contributing to the accidents as well as the characteristics of the accidents were analyzed. The data obtained at each intersection were summarized and recommendations, which could be used as a guide for implementing changes at other similar intersections, were made for the study locations. The accident analysis shows that providing the driver adequate warning of the intersection is of primary importance for this …


Summary Of Experimental Bridge Features, Theodore Hopwood Ii, James H. Havens, Edgar E. Courtney Mar 1987

Summary Of Experimental Bridge Features, Theodore Hopwood Ii, James H. Havens, Edgar E. Courtney

Kentucky Transportation Center Research Report

Experimental bridge features and service problems investigated during this study are reviewed. Those were epoxy-coated reinforcing steel, stay-in-place forms, experimental deck features (rotary compaction and broomed deck finishing), precast segmental bridges, steel-corrosion control methods (weathering steel and hot-dipped galvanizing), microsilica concrete, failures of masonry coatings, and failures of aluminum guardrail-retaining nuts.

Several features including latex and low-slump overlays, epoxycoated reinforcing steel, and broomed deck finishes (for state-built bridges), are now in common use. Most of the other experimental bridge features were performing satisfactorily. A corrosion problem was observed on one weathering steel bridge. Analyses of failures of masonry coatings and …


Irish H & V News Mar 1987

Irish H & V News

Building Services Engineering

No abstract provided.


Microcomputer Model For Solid Waste Planning, Samuel A. Vigil, Jane A. Zevely, Roy Yeaman Feb 1987

Microcomputer Model For Solid Waste Planning, Samuel A. Vigil, Jane A. Zevely, Roy Yeaman

Civil and Environmental Engineering

No abstract provided.


Civil Engineering Applications Of Acoustic Emission, Theodore Hopwood Ii Feb 1987

Civil Engineering Applications Of Acoustic Emission, Theodore Hopwood Ii

Kentucky Transportation Center Research Report

In 1939, a suspension bridge at Portsmouth, Ohio, experienced stress-corrosion cracking of the main-cable wires at anchorage points located at each end of the bridge. Watchmen were placed in the anchor chambers where the fractures had been detected. Subsequently, they reported hearing the sounds of further wire breakage on quiet nights. When this was reported, a decision was made to recable the bridge (1). That was one of the earliest documented instances of the use of the acoustic emission phenomena in a structural application.

Also, in the late 1930's, L. Obert and W. I. Duval at the U. S. Bureau …


Steady-State Operation Of Bench-Scale Activated Sludge Process Using Phenol And 2-Chlorophenol As Substrates, Jeffrey Richard Caputi Jan 1987

Steady-State Operation Of Bench-Scale Activated Sludge Process Using Phenol And 2-Chlorophenol As Substrates, Jeffrey Richard Caputi

Theses

Experiments were conducted to determine whether a continuous process similar to the common activated sludge process could be operated at a relative steady state with phenol and 2-chlorophenol as the sole carbon sources. After a number of unsuccessful trials, process conditions were developed which allowed for operation at a relative steady state with respect to the concentration of microorganisms in the reactor and the concentration of phenol and 2-chlorophenol in the effluent.

Phenol and 2-chlorophenol were removed at better than 99 percent efficiency on a continuous basis. The mixed liquor grown under the conditions of the experiment was highly filamentous …


Bioconcentration Of Heavy Metals (Cu, Cr, Pb, And Zn) In The Missouri River Near Sioux City, Iowa, Robert Conklin, Suzie Galles, Edward Shane, Rod Tondreau Jan 1987

Bioconcentration Of Heavy Metals (Cu, Cr, Pb, And Zn) In The Missouri River Near Sioux City, Iowa, Robert Conklin, Suzie Galles, Edward Shane, Rod Tondreau

United States Army Corps of Engineers, Omaha District

The concentrations of the heavy metals- copper, chromium, lead, zinc- in the biota of the Missouri River were measured at a control site upstream of Sioux City and at a site downstream of the city. Bioconcentration factors for each of the metals were calculated for fish, periphyton, and invertebrates, and the concentrations of metals in the river sediments were measured.

Concentrations of the same metals were measured in the sediment, water, periphyton, invertebrates, zooplankton, and fish of Snyder's Bend Lake. Bioconcentration factors were calculated for each of the biological communities and were found to be very similar to those found …


Seepage Interceptor Drains And Topsoil Salinity, T R. Negus Jan 1987

Seepage Interceptor Drains And Topsoil Salinity, T R. Negus

Journal of the Department of Agriculture, Western Australia, Series 4

The Department of Agriculture established 121 trials in its Narrogin advisory district starting in 1972 to measure the effect of bulldozer and grader built seepage interceptor banks and drains on the topsoil salinity of the land downslope of them.

After 14 years of moniterin, there was no evidence that seepage interceptor drains and banks reduced the top soil salinity on 10 of the 11 sites in the Pingelly, Brookton and Wickepin Shires.


Mogumber Drainage Works Succeed, L K. Lenane Jan 1987

Mogumber Drainage Works Succeed, L K. Lenane

Journal of the Department of Agriculture, Western Australia, Series 4

The loss of arable farmland from soil erosion, waterlogging and salinity is a severe problem on some Western Australian farms.

When the arable land comprises only 40 per cent of the total area within the Mogumber Soil Conservation District, this loss is a real cause for concern. So too is the resulting damage to roads, siltation of railway culverts, and deaths of roadside trees from rising saline watertables.

However, drainage, contour and other works undertaken by the Mogumber Soil Conservation District have halted this degredation. Badly eroded areas that were fenced off now have a satisfactory ground cover. A wheat …


Structural Behavior Of Members Consisting Of Flat And Curved Elements, M. Brad Parks Jan 1987

Structural Behavior Of Members Consisting Of Flat And Curved Elements, M. Brad Parks

Doctoral Dissertations

"Local buckling of stiffened and unstiffened curved elements has been investigated both experimentally and analytically. Stiffened curved elements are supported on all four edges while unstiffened curved elements are supported along three edges with one longitudinal edge free.

A series of stub column, beam, and shear tests have been performed for sections containing curved elements. The tested specimens were formed from sheet steels with yield strengths ranging from 27 to 88 ksi. The radius-to-thickness, R/t, values of the curved elements varied from 12 to 438 whereas the arc length-to-thickness, bit, ratios ranged from 23 to 218.

As a result of …


Decision Support For Optimal Regional Groundwater Management Strategy Modification, Richard C. Peralta, Paul J. Killian Jan 1987

Decision Support For Optimal Regional Groundwater Management Strategy Modification, Richard C. Peralta, Paul J. Killian

Civil and Environmental Engineering Faculty Publications

An interactive decision support program is presented for the rapid modification of optimal regional multiobjective groundwater planning strategies. This capability is important for water managers seeking to select the most satisfactory groundwater management strategies for their areas. The program guides decision maker(s) in refining numerically optimal regional strategies into strategies that may be socially or politically more acceptable. Strategy refinements are made by informed modification of constraining conditions on regional objectives or local variables. Application is illustrated by. modifying a bi criterion, sustained groundwater Withdrawal strategy for minimizing the cost of meeting regional water demand on the Arkansas Grand Prairie, …


Bear River Water Quality: Phosphorus Control And The Impacts Of Exchanging Water With Willard Reservoir, Darwin L. Sorensen, Craig Caupp, Kenneth W. Barker, Jean M. Ihnat Jan 1987

Bear River Water Quality: Phosphorus Control And The Impacts Of Exchanging Water With Willard Reservoir, Darwin L. Sorensen, Craig Caupp, Kenneth W. Barker, Jean M. Ihnat

Reports

No abstract provided.


Expected Water Surface Levels For The Great Salt Lake, L. Douglas James Jan 1987

Expected Water Surface Levels For The Great Salt Lake, L. Douglas James

Reports

Flooding at the Great Slat Lake could become a major disaster through the high cost of coping with the rising level, sudden collapse of protective levees, failure of pumping to the West Desert to induce increased evaporation, or, fiscally, by a rapid drop in the lake level just after a large protective decision making in the private sector, provide for the design of hydrologically safe levees, and optimize pumping schemes for moving water within a partitioned lake. Doing so will require crossing major theoretical frontiers in the study of basin scale hydrology in an arid climate and for forecasting extreme …