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Articles 34171 - 34200 of 40080

Full-Text Articles in Civil and Environmental Engineering

Pesticide And Water Management Alternatives To Mitigate Potential Ground-Water Contamination For Selected Counties In Utah, Majid Ehteshami, Antonio M. Requena, Richard C. Peralta, Howard M. Deer, Robert W. Hill, Ahmad Yar Ranjha May 1990

Pesticide And Water Management Alternatives To Mitigate Potential Ground-Water Contamination For Selected Counties In Utah, Majid Ehteshami, Antonio M. Requena, Richard C. Peralta, Howard M. Deer, Robert W. Hill, Ahmad Yar Ranjha

Civil and Environmental Engineering Faculty Publications

Production of adequate supplies of food and fiber currently requires that pesticides be used to limit crop losses from insects, pathogens, weeds and other pests. Although pesticides are necessary in today's agriculture, they can be a serious problem if they reach and contaminate ground water, especially in places where drinking water needs are supplied from ground water. The relative reduction of potential ground-water contamination due to agricultural use of pesticides was analyzed for particular sites in Utah. The potential reduction of pesticides in ground water was considered by utilizing alternative irrigation systems, water management practices and pesticides. A one-dimensional simulation …


Modeling Of Multicomponent Organic Chemicaltransport In Three Phase Porous Media, Jagath J. Kaluarachchi, J. C. Parker May 1990

Modeling Of Multicomponent Organic Chemicaltransport In Three Phase Porous Media, Jagath J. Kaluarachchi, J. C. Parker

Civil and Environmental Engineering Faculty Publications

A two-dimensional finite-element model was developed to predict coupled transient flow and multicomponent transport of organic chemicals which can partition between nonaqueous phase liquid, water, gas and solid phases in porous media under the assumption of local chemical equilibrium. Gas-phase pressure gradients are assumed negligible and liquid flow equations are solved simultaneously using an upstream weighted solution method with time-lagged interphase mass-transfer terms and phase densities. Phase-summed component transport equations are solved serially after computation of the velocity field also by an upstream weighted finite-element method. Mass-transfer rates are evaluated from individual phase transport equations by back-substitution and corrected for …


Assessing The Costs Of Adapting To Sea-Level Rise: A Case Study Of San Francisco Bay, Peter H. Gleick, Edwin P. Maurer Apr 1990

Assessing The Costs Of Adapting To Sea-Level Rise: A Case Study Of San Francisco Bay, Peter H. Gleick, Edwin P. Maurer

Civil, Environmental and Sustainable Engineering

Atmospheric concentrations of carbon dioxide (CO2), methane (CH4), nitrous oxide (N2O), tropospheric ozone (O3), chlorofluorocarbons (CFCs), and other trace gases are growing due to human activities. These trace gases are transparent to incoming solar radiation and trap outgoing infrared (heat) radiation, acting like a blanket to warm the Earth. Without any of these gases in the atmosphere, the surface of the Earth would be about 35 C (70 F) colder than at present, and life, if any could exist, would be quite different. This natural greenhouse effect is being intensified by human activities that accelerate the emission of these trace …


Ole Miss Engineer 1990 Apr 1990

Ole Miss Engineer 1990

Ole Miss Engineer

No abstract provided.


Instrumentation Of The Twelvemile Bridge, Theodore Hopwood Ii, David Q. Hunsucker, Edgar E. Courtney Apr 1990

Instrumentation Of The Twelvemile Bridge, Theodore Hopwood Ii, David Q. Hunsucker, Edgar E. Courtney

Kentucky Transportation Center Research Report

An experimental precast, post-tensioned concrete segmental girder bridge over Twelvemile Creek in Campbell County was instrumented with stress and strain sensors. Those sensors were read during beam fabrication and the initial portion of construction. The work was performed to address Transportation Cabinet questions about structural performance and also to assess the effect of long-term creep. The study and bridge were not completed as originally designed due a beam failure during post-tensioning.

A variety of stress, strain, and deflection measuring techniques were to be employed during the study. Several of those including concrete stress and strain meters, and vibrating-wire strain gages …


Nonproportionally Loaded Steel Beam-Columns And Flexibly-Connected Nonsway Frames, Siva Prasad Darbhamulla Apr 1990

Nonproportionally Loaded Steel Beam-Columns And Flexibly-Connected Nonsway Frames, Siva Prasad Darbhamulla

Civil & Environmental Engineering Theses & Dissertations

A theoretical study of the inelastic stability of nonproportionally loaded steel beam-columns and flexibly-connected frames is conducted. Specifically, solution techniques are formulated to predict the nonlinear behavior of cross sections, spatial beam-columns, and nonsway plane frames under the combined influence of imperfections, flexible connections, and nonproportional loads. A set of new inelastic slope-deflection equations for imperfect members are derived and their use illustrated through in-depth studies of flexibly-connected portal and two-bay two-story frames. These equations are derived from a system of nonlinear ordinary differential equations. The member studies are carried out using a second-order finite-difference solution to a set of …


Plan For Continuing Earthquake Mitigation And Recommended Emergency Response Procedures For Western Kentucky, L. John Fleckenstein, David L. Allen, Vince P. Drnevich Apr 1990

Plan For Continuing Earthquake Mitigation And Recommended Emergency Response Procedures For Western Kentucky, L. John Fleckenstein, David L. Allen, Vince P. Drnevich

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. In 1987, the Kentucky Transportation Cabinet commissioned the Kentucky Transportation Center to analyze and assess the possible effects of an earthquake on highway facilities. Since 1987, over 1,000 miles of priority routes have been recommended for the transportation of goods and services after a major earthquake. This report summarizes the mitigation research that has been conducted. This report also discusses a plan for continuing earthquake mitigation in Kentucky through seminars, discusses bridge retrofitting, and makes recommendations for a post earthquake response.


Seismic Analysis And Retrofitting Priorities For Highway Bridges On Earthquake Priority Route System In Western Kentucky, Yu Ouyang, David L. Allen, Vincent P. Drnevich, L. John Fleckenstein Apr 1990

Seismic Analysis And Retrofitting Priorities For Highway Bridges On Earthquake Priority Route System In Western Kentucky, Yu Ouyang, David L. Allen, Vincent P. Drnevich, L. John Fleckenstein

Kentucky Transportation Center Research Report

Concern has grown in recent years over the seismic activity of the New Madrid seismic zone in Western Kentucky. Bridges, as the vital links of the priority route system, need to be prevented from sever earthquake damages in order to keep the routes passible after an earthquake has occurred. In this report, seismic rating and seismic analysis were performed for each of 276 bridges on the priority route system. A priority order of retrofitting for the bridges was listed according to their vulnerability to the earthquake. At least 111 bridges need retrofitting based on the results of seismic analyses. The …


Tort Liability Related To Highways In Kentucky, Kenneth R. Agent, Jerry G. Pigman Apr 1990

Tort Liability Related To Highways In Kentucky, Kenneth R. Agent, Jerry G. Pigman

Kentucky Transportation Center Research Report

An objective of this study was to review and analyze claims made against the Kentucky Transportation Cabinet through the Board of Claims. Another objective was to review the current state-of-the-art related to tort liability and highway agencies. This was accomplished by reviewing the literature and contacting other state highway agencies. Using information obtained from these various sources, recommendations were made relating to the establishment of an effective risk management program.

Information from Board of Claims cases was obtained for the years 1981 through 1989 and then analyzed. This information included the date of the claim, the county where the action …


Irish Building Services News Mar 1990

Irish Building Services News

Building Services Engineering

No abstract provided.


A Numerical Model For Areal Migration Of Water And Light Hydrocarbon In Unconfined Aquifers, Jagath J. Kaluarachchi, J. C. Parker, R. J. Lenhard Mar 1990

A Numerical Model For Areal Migration Of Water And Light Hydrocarbon In Unconfined Aquifers, Jagath J. Kaluarachchi, J. C. Parker, R. J. Lenhard

Civil and Environmental Engineering Faculty Publications

A finite element model has been developed to simulate simultaneous flow of water and light hydrocarbon in an areal flow region of an unconfined aquifer for analyses of hydrocarbon spreading from subsurface leaks or spills and for use in design of free product recovery systems. Vertically integrated governing equations for water and oil flow are employed which assume local vertical equilibrium and negligible gas pressure gradients. Multiple water and free product recovery wells are handled as internal type-I boundary conditions by stipulating air-oil table elevation and free product height with corrections to convert grid averaged nodal heads to actual well …


Drastic Indices For Selected Agricultural Areas In Utah, Ahmad Yar Ranjha, Richard C. Peralta, Majid Ehteshami Mar 1990

Drastic Indices For Selected Agricultural Areas In Utah, Ahmad Yar Ranjha, Richard C. Peralta, Majid Ehteshami

Civil and Environmental Engineering Faculty Publications

The main objective of this report is to present contour maps of DRASTIC indices for selected areas in Utah. In general, the higher the DRASTIC index value, the greater the potential for ground-water pollution. The acronym DRASTIC is derived from the following hydrogeologic factors which affect vertical movement of water through the soil, and hence affect downward movement of contaminant.


The Policy Process: Cooperation As An Initiative In Utah, Richard C. Peralta, Ann W. Peralta Mar 1990

The Policy Process: Cooperation As An Initiative In Utah, Richard C. Peralta, Ann W. Peralta

Civil and Environmental Engineering Faculty Publications

No abstract provided.


Field Inspections Of High-Performance Bridge Paints, Theodore Hopwood Ii, Edgar E. Courtney, James H. Havens Mar 1990

Field Inspections Of High-Performance Bridge Paints, Theodore Hopwood Ii, Edgar E. Courtney, James H. Havens

Kentucky Transportation Center Research Report

Paint inspections were performed on 19 steel bridges. Those structures employed various high-performance sacrificial and barrier paints. Those paints were used singly and in combination. The surface preparation varied for some of those paint systems.

The inspections included four girder bridges that had original paint and 15 others, mostly trusses that were repainted. Kentucky Transportation Center personnel also monitored several bridges during repainting operations. The inspections revealed that the original paint was in excellent condition. Most of the coatings on the repainted bridges were performing well. Some of those bridges have some spot corrosion. Only one of those bridges showed …


Investigation Of Premature Cracking On The National Turnpike, Jefferson County, L. John Fleckenstein, R. Clark Graves, David L. Allen Mar 1990

Investigation Of Premature Cracking On The National Turnpike, Jefferson County, L. John Fleckenstein, R. Clark Graves, David L. Allen

Kentucky Transportation Center Research Report

This report discusses the investigation of the premature cracking that occurred on the National Turn pike, Jefferson County (1989). A detailed distress survey was performed evaluating each slab throughout the project site. Falling Weight Deflectometer testing was performed on every third slab. In addition subgrade samples were taken, along with the installation of three water monitoring wells. Laboratory test were conducted on the subgrade samples.

Damage that occurred near the curb inlets and manholes is probably due to insufficient compaction. The remaining damage is most likely related to the combined effects of a very soft subgrade, high water tables, and …


Evaluation Of Wick Drain Stabilization Of Approach Fill Foundation (Bullitt County), Bobby W. Meade, David L. Allen Mar 1990

Evaluation Of Wick Drain Stabilization Of Approach Fill Foundation (Bullitt County), Bobby W. Meade, David L. Allen

Kentucky Transportation Center Research Report

The purpose of this study was to document construction procedures and evaluate the effectiveness of prefabricated wick drains for dewatering and stabilizing an approach fill foundation. Construction was observed and photologged. Foundation pore pressure was monitored with pneumatic piezometers. Settlement of the entire structure was monitored by use of control points on the retaining wall and pavement.

Construction procedures were acceptable. Wick drains have functioned as expected and the approach fill has been stable for approximately four years since construction.


Review And Analysis Of Pavement Management Practices In Kentucky, David L. Allen Mar 1990

Review And Analysis Of Pavement Management Practices In Kentucky, David L. Allen

Kentucky Transportation Center Research Report

Pavement Management is becoming increasingly more important in an era of limited budgets and aging pavement structures, State Highway Agencies (SHA) are attempting to manage the pavements under their jurisdiction more carefully and economically. All pavement management systems include all or some of the following items as inputs: (1) pavement distress, (2) serviceability or rideability, (3) inventory of the system, (4) structural adequacy, (5) traffic volumes and loadings, and (6) some form of performance history. This report documents Kentucky's present pavement management system. In addition, the duties and goals of the Pavement Management Branch are catalogged and described. Methods for …


Irish Building Services News Feb 1990

Irish Building Services News

Building Services Engineering

No abstract provided.


Effect Of Inorganic Salts On Adsorption Process, Pai-Yuan Horng Jan 1990

Effect Of Inorganic Salts On Adsorption Process, Pai-Yuan Horng

Dissertations

`Small amounts (0.0 M-0.01 M) of inorganic salts (sodium chloride, calcium chloride, and aluminum chloride) added to bituminous coal fly ash and granular activated carbon in batch adsorption treatment experiments indicates the possibility of enhancing the extent and rate of adsorption process.

Experiments were conducted on aqueous solutions of highly toxic and hazardous chemicals, those include : phenol, benzene, toluene, isopropyl alcohol, and methyl-isobutyl ketone. Single and multiple solute systems were examined separately. Removal of organic pollutants was measured using a Flame Ionization Detector Gas Chromatograph.

This study investigated the role of inorganic salts during the sorption process. The results …


Testing And Modelling Of The Cleaner Wick System For In-Situ Treatment Of Contaminated Groundwater Plumes, Sanjiv I. Shah Jan 1990

Testing And Modelling Of The Cleaner Wick System For In-Situ Treatment Of Contaminated Groundwater Plumes, Sanjiv I. Shah

Theses

The cleaner wick system, a modification of wick drains; a technology in recent use to consolidate low permeability soils, is proposed to treat contaminated groundwater plumes. Laboratory experiments on surrogate contaminants produce satisfactory results. Theoretical models are developed utilizing the cleaner wick system to treat volatile organic contaminants by air stripping and adsorption on granular activated carbon.


Treatment Of Trucking Station Wastewater By Two-Phase Anaerobic Digestion System And Rotating Biological Contactor, Tzu-Wen Uen Jan 1990

Treatment Of Trucking Station Wastewater By Two-Phase Anaerobic Digestion System And Rotating Biological Contactor, Tzu-Wen Uen

Theses

The wastewater produced as a result of trucking station activities has some major characteristics such as high COD (26,880 mg/1-42,925 mg/1) and BOD (12,278 mg/1-7,265 mg/1), high COD to BOD ratio (3.49-3.69), high pH range (3.72-11.7), and high grease content (480 mg/1-1,960 mg/1). Therefore, prior to any treatment, it is important to provide some sort of pre-treatment for pH adjustment and grease/oil removal.

The present laboratory investigation has indicated that successful treatment and purification of the subject wastewater is possible using two-phase anaerobic digestion system followed by rotating biological contactor. More than 90% of both COD and BOD was removed …


Application Research On Wastewater Reuse For Petrochemical Refining Industry In Taiwan, Lih-Shyan Lee Jan 1990

Application Research On Wastewater Reuse For Petrochemical Refining Industry In Taiwan, Lih-Shyan Lee

Theses

Nowadays water conservation and pollution abatement are needed to provide increasingly higher levels of treatment for industrial wastewaters.

Reducing treatment costs give us the incentive to minimize the volume of Wastewater effluent. Also, the national goal of zero discharge of pollutants to the waterways by 1985 provided further incentive -to minimize the flow of wastewaters.

A successful treatment of the wastewater discharged from the secondary effluent of the petroleum refinery plant to economically acceptable conditions offers a challenge to our technology.

Through this research, it is concluded that the excellent effluent water qualities produced from filtration and granular activated carbon …


Desiccation And Permeability Of Backfill Materials In Soil-Bentonite Walls, Hemendra J. Moradia Jan 1990

Desiccation And Permeability Of Backfill Materials In Soil-Bentonite Walls, Hemendra J. Moradia

Theses

Soil-Bentonite Walls offer a cost effective solution to many groundwater problems in new and remedial work projects such as hydraulic barriers in dams, dewatering large soil cuts, and as part of pollution control systems around hazardous waste landfills. However, the performance of soil-bentonite walls in environments other then fresh water types is still a matter of great controversy. In recent years, some data on soil-bentonite backfill have became available. The data indicate change in properties of these walls with time of exposure and concentration of chemicals found in leachates. However, no research work is available in the literature on the …


New Product Performance Evaluation Under Simulated Rain (Part Ii), C. Earl Israelsen, Gilberto Urroz Jan 1990

New Product Performance Evaluation Under Simulated Rain (Part Ii), C. Earl Israelsen, Gilberto Urroz

Reports

Introduction: In January, 1990 a report bearing the same title as this report was prepared and submitted to CONWED Corporation. It contained results from tests performed on experimental erosion control blankets that CONWED was developing. This report provides similar test results of additional new material.


Aspen Environmental Consultants, Inc; Report Of Tests: Preliminary Evaluation Of Three Erosion Control Products, Gilberto Urroz, C. Earl Israelsen Jan 1990

Aspen Environmental Consultants, Inc; Report Of Tests: Preliminary Evaluation Of Three Erosion Control Products, Gilberto Urroz, C. Earl Israelsen

Reports

Introduction: Controlling the erosion of soil is a growing concern in the developed countries of the world, and continuing attempts are being made to develop new and better erosion control products. Only by careful comparative testing of such products under similar conditions is it possible to determine their relative merits. in the test facility at the Utah Water Research Laboratory (UWRL), the variables of wind, sunlight, soil, hillslope, and rainfall rate and duration can all be independently controlled, thus providing an ideal location for determining the actual effectiveness or various kinds of erosion control products. Aspen Environmental Constultants, Inc. contracted …


Product Evaluation For Soil Erosion Control And Plant Growth Enhancement, C. Earl Isrealsen, Gilberto Urroz Jan 1990

Product Evaluation For Soil Erosion Control And Plant Growth Enhancement, C. Earl Isrealsen, Gilberto Urroz

Reports

Introduction: Manufacturers in the developed countries of the world continue to formulate new and better products for controlling soil erosion. Only by careful comparative testing of such products is it possible to determine their relative merits. In the test facility at the Utah Water Research Laboratory (UWRL), the variables of wind, sunlight, soil, hillslope, and rainfall rate and duration can all be independently controlled, thus providing an ideal location for determining the actual effectiveness of various kinds of erosion control products. Many companies are availing themselves of the opportunity to accurately compare their products at the UWRL with other similar …


Pipe Network Simulation Analysis Computer Program - Netwk, Roland W. Jeppson Jan 1990

Pipe Network Simulation Analysis Computer Program - Netwk, Roland W. Jeppson

Reports

This manual describes the data that a versatile computer program USU-NETWK requires to complete a time dependent solution of flowrates and pressures throughout a pipe network. This program can be used for steady-state analysis and design, as well as simulation solutions through some period of time. In fact, unless specified otherwise, a steady-state solution is assumed.

In this user's manual there is no attempt to describe the methods used in USU-NETWK to provide solutions to either analysis or design problems. Rather this user's manual is devoted exclusive to describing the input data, and the use of USU-NETWK in solving various …


Development Of Mountain Climate Generator And Snowpack Model For Erosion Predictions In The Western United States Using Wepp, Progress Report No. 2, David S. Bowles, Gail E. Bingham, Upmanu Lall, David G. Tarboton, Mohammed Al Adhami, Donald T. Jensen, Greg D. Mccurdy Jan 1990

Development Of Mountain Climate Generator And Snowpack Model For Erosion Predictions In The Western United States Using Wepp, Progress Report No. 2, David S. Bowles, Gail E. Bingham, Upmanu Lall, David G. Tarboton, Mohammed Al Adhami, Donald T. Jensen, Greg D. Mccurdy

Reports

Executive Summary: This report summarizes work conducted during the funding period (July 1 through September 30, 1990) of a Cooperative Agreement between the United States Forest Service (USFS) and the Utah Water Research Laboratory (UWRL), Utah State University. The purpose of the agreement is to develop a Western Mountain Climate Generator (MCLIGEN) similar in function to the existing Climate Generator (CLIGEN), which is part of the Water Erosion Prediction Project (WEPP) procedure. Also, we are developing a Western U.S. snowpack simulation model for inclusion in WEPP. In the Western U.S., few meteorological observations exist in high elevation areas where Forest …


Development Of Mountain Climate Generator And Snowpack Model For Erosion Predictions In The Western United States Using Wepp, Progress Report No. 1, David S. Bowles, Gail E. Bingham, Upmanu Lall, David L. Martens, Greg D. Mccurdy, David G. Tarboton Jan 1990

Development Of Mountain Climate Generator And Snowpack Model For Erosion Predictions In The Western United States Using Wepp, Progress Report No. 1, David S. Bowles, Gail E. Bingham, Upmanu Lall, David L. Martens, Greg D. Mccurdy, David G. Tarboton

Reports

Executive Summary: This report summarizes work conducted during the initial funding period (November 1, 1989 through June 30, 1990) of a Cooperative Agreement between the United States Forest Service (USFS) and the Utah Water Research Laboratory (UWRL), Utah State University. The purpose of the agreement is to develop a procedure for incorporating western mountain climate into the existing Climate Generator (CLIGEN), which is part of the Water Erosion Prediction Project (WEPP) procedure. In the Western U.S., few meteorological observations exist in high elevation areas where Forest Service properties are located. Therefore, a procedure for estimating climatological variables in mountainous areas …


Development Of Mountain Climate Generator And Snowpack Model For Erosion Predictions In The Western United States Using Wepp, Reserach Completion Report For Phase Ii, David S. Bowles, Gail E. Bingham, Upmanu Lall, David G. Tarboton, Mohammed Al Adhami, Donald T. Jensen, Greg D. Mccurdy Jan 1990

Development Of Mountain Climate Generator And Snowpack Model For Erosion Predictions In The Western United States Using Wepp, Reserach Completion Report For Phase Ii, David S. Bowles, Gail E. Bingham, Upmanu Lall, David G. Tarboton, Mohammed Al Adhami, Donald T. Jensen, Greg D. Mccurdy

Reports

Executive Summary: This report summarizes work conducted during the funding period (July 1 through September 30, 1990) of a Cooperative Agreement between the United States Forest Service (USFS) and the Utah Water Research Laboratory (UWRL), Utah State University. The purpose of the agreement is to develop a Western Mountain Climate Generator (MCLIGEN) similar in function to the existing Climate Generator (CLIGEN), which is part of the Water Erosion Prediction Project (WEPP) procedure. Also, we are developing a Western U.S. snowpack simulation model for inclusion in WEPP. In the Western U.S., few meteorological observations exist in high elecation areas where Forest …