Civil and Environmental Engineering Commons^™

1984 Directory Of Indiana State, County, City And Town Officials Responsible For Road And Street Work, Herpicc

Indiana Local Technical Assistance Program (LTAP) Directory

Contact information for agency officials and employees responsible for Indiana’s local road infrastructure.

Handbook Of Traffic Control Practices For Low-Volume Roads In Indiana, Herpicc

Indiana Local Technical Assistance Program (LTAP) Publications

The purpose of the Handbook on Traffic Control Practices for Low Volume Roads in Indiana is to provide a guide to supplement the existing Manuals on Uniform Traffic Control Devices (MUTCD ). Both the National and the Indiana MUTCDs provide general guidelines for the design, installation, and use of traffic control devices (signs, signals, and markings) on all roads and streets, but their main concern is with higher volume highways. Neither specifically addresses the operational and guidance problems associated with roads that carry fewer than 400 vehicles per day. This handbook's intent is to make these low volume roads safer …

Indiana Highway Cost-Allocation Study, Kumares C. Sinha, Tien Fang Fwa, Essam Abdel-Aziz Sharaf, Ah Beng Tee, Harold L. Michael

JTRP Technical Reports

No abstract provided.

Irish H & V News

Building Services Engineering

No abstract provided.

Sol Probe And Method Of Obtaining Moisture,Temperature And Root Distribution Of A Soil Profile, Marvin Twersky, William E. Splinter, Bruce C. Sandhorst

Department of Agricultural and Biological Systems Engineering: Faculty Publications

To provide a profile of simultaneous moisture, temperature and root density characteristics at different depths of soil, a soil probe is inserted in the soil with a viewing and camera section extending above the soil. Similarly, the probe provides a profile of simultaneous moisture, temperature and presence of molds, insects or other foreign matter in grain or similar media including liquid as well as solid granulated material. The portion of the probe that is in the soil or other media includes a source of light or light conveyance and windows which transmit an image of the soil at various depths …

Assessment Of Potential Irrigation Water Needs In The Bayou Meto Watershed, Richard C. Peralta, Paul W. Dutram

Civil and Environmental Engineering Faculty Publications

No abstract provided.

The Effects Of Climatic Factors And Still Design On Solar Earth‑Water Distillation For Saturated Sand, Timothy M. Skergan, Richard C. Peralta

Civil and Environmental Engineering Faculty Publications

No abstract provided.

Arkansas Groundwater Management Via Target Level, Richard C. Peralta, Ann W. Peralta

Civil and Environmental Engineering Faculty Publications

AN approach to groundwater management by maintaining "target" groundwater elevations is presented. A finite difference form of the Boussinesq equation is proposed as a means of determining the groundwater withdrawals that will maintain those levels in the long term. This spatially distributed pumping can represent a sustained yielding pumping strategy. A sample pumping strategy is presented for the Arkansas Grand Prairie. Such a strategy is applicable under a variety of legal systems. It represents an especially attractive alternative for riparian rights states (like Arkansas) where effective groundwater management without radical changes in the basic water rights system is desired.

Solar Earth‑Water Distillation For Wet Sand, Richard C. Peralta, Timothy M. Skergan, David B. Marx

Civil and Environmental Engineering Faculty Publications

Solar earth-water distillation is a means of extracting moisture from an earth medium. Three designs of the hot-box type of solar earth-water still were tested using wet or saturated sand. The designs included: low height with reflective interior siding, tall height with reflective siding and tall height with absorptive siding. The daily volume of distillate from different designs was compared. A twenty-centimeter-tall still with reflective siding produced significantly greater yields than one twice as tall. No significant difference in the yield between tall stills with light-absorptive versus light reflective interior siding was found. A regression equation was developed to predict …

Using Target Levels To Develop A Sustained Yield Pumping Strategy And Its Applicability In Arkansas, A Riparian Rights State, Richard C. Peralta, Ann W. Peralta

Civil and Environmental Engineering Faculty Publications

Groundwater is the major source of water for consumptive use in Arkansas. Significant pumping is concentrated in areas of agricultural and industrial production. In a number of these areas, including much of the Grand Prairie region of Arkansas, average annual withdrawal from the aquifer exceeds recharge. As a result of this groundwater mining, water levels are dropping. Mining which leads to excessive declines in the water level can accelerate salt water intrusion in an aquifer, cause aquifer compaction, make irrigation economically unfeasible, and eventually disrupt an economy based upon groundwater. Generally, these problems can be prevented or limited by maintaining …

Water For The 21st Century, Will It Be There?, Richard C. Peralta, Ann W. Peralta, Leslie E. Mack

Civil and Environmental Engineering Faculty Publications

One of Arkansas' major water management goals is to provide adequate water for agriculture, the economic mainstay of the state. Effective water management requires inputs from engineering, economics, law, administration, and environmental concern, all in a matrix of public education, participation and communications. Groundwater levels in eastern Arkansas have been dropping for decades as irrigation for rice, other row crops, and fish farming have increased substantially. Additional surface water supplies are available from the adjacent rivers but there are competition, conflict of use, and jurisdictional problems involved. A critical path sequence chart was designed to include all the research steps …

Projected 1992 Groundwater Levels On The Arkansas Grand Prairie, Richard C. Peralta, Aminollah Yazdanian

Civil and Environmental Engineering Faculty Publications

The Arkansas Grand Prairie has been a major rice producing area for most of this century. The irrigation water required for rice, and at the present time, for soybeans, is primarily obtained from a Quaternary aquifer. This extensive formation underlies much of eastern Arkansas as well as parts of other states. Groundwater enters the Grand Prairie region from extensions of the aquifer lying outside of the area. Prolonged pumping of water from the aquifer at a rate exceeding the recharge rate has significantly reduced Quaternary groundwater levels in the Grand Prairie.

Optimizing Conjunctive Use Under Sustained Yield Constraints, Richard C. Peralta, P. Killian, W. D. Dixon

Civil and Environmental Engineering Faculty Publications

Distributed parameter groundwater management model utilizing quadratic programming to develop a steady-state potentiometric surface is presented. Minimization of cost of meeting water needs from groundwater and alternative water sources is achieved. Drawdowns, groundwater withdrawal and recharge are all constrained. Applicable for assuring agregiorral sustained yield of groundwater.

Determination Of The Minimum Target Saturated Thickness Needed For Drought Protection In A Critical Cell, Paul W. Dutram, Richard C. Peralta

Civil and Environmental Engineering Faculty Publications

The Grand Prairie region of Arkansas is underlain by a Quaternary aquifer which is utilized primarily for the irrigation of rice and soybeans. Irrigators have been concerned with wells going dry and with decreased well capacities. In this report the term "drawdown" refers to the distance between an arbitrarily assigned datum at or above the ground surface, and the elevation of the groundwater table. The cumulative drawdown (day to day decrease in the groundwater table elevation) resulting from withdrawal of groundwater from interacting wells has caused yields in some wells to be less than design discharge. Drawdown is a function …

Time‑Varient Water Needs Of The Boeuf‑Tensas Basin, Paul W. Dutram, Richard C. Peralta, Paul J. Killian

Civil and Environmental Engineering Faculty Publications

No abstract provided.

A Study Of The Permeability Of Clays Subjected To Organic And Inorganic Permeants, Janardanan O. Uppot

Doctoral Dissertations

"Two types of clays, a magnesium montrnorillonite and a kaolinite, were subjected to precise permeability tests in specially designed triaxial permeameters, using organic and inorgani c permeants, to study the changes in permeability due to the reaction between clays and permeants. The organic permeants were an acid (acetic acid), a base (aniline), a neutral polar fluid (methanol), a neutral nonpolar fluid (xylene), as well as EDTA and its sodium salt. The inorganic permeants were aqueous solutions of aluminum, magnesium, sodium, calcium, barium and strontium.

The clay samples were prepared by consolidating from slurry; they were subjected to back-pressure saturation and …

State Space Approach To Flood Stage Estimation, Gregory Allen Jones

Dissertations and Theses

A flood routing and stage prediction model is developed using the techniques of State Space and Kalman filtering. The governing equation is the physically based hydrologic method of flood routing with the output being an optimal estimate of stage given known inputs of streamflow. These equations are developed in state space and the Kalman filter is employed to estimate the flow and river stage.

The model is applied to the Toutle and Cowlitz Rivers in the State of Washington, where the stage is affected by a shifting bed elevation. With the deterministic inputs at Mayfield Dam on the Cowlitz and …

A Numerical Solution For Three Dimensional Beam Columns In The Elastic Region, Hamid Reza Afghan

Dissertations and Theses

The three differential equations describing the behavior of the beam columns in three dimensions are derived and presented in finite difference form. A computer model is developed to solve the simultaneous equations in the elastic regions and predict the member behavior.

The computer program is checked by comparing the results obtained from the program with data from other investigators, and classical analytical techniques.