Browsing by Subject "ArcGIS"
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Item A Micro and Macro Analysis of Adult U.S. Mortlaity(2010-07-14) Russell, Christi N.This study utilized individual and county-level analysis to examine the impact of demographic and distal factors on individual level mortality as well as spatial and county specific attributes on county death rates. The data used in the individual level analyses come from the linked NHANES NDI data set and the county level data come from multiple sources including spatially referenced sources. Findings suggest that having private or Federal insurance attenuates the mortality discrepancy between racial groups at the individual level and that spatial factors have an impact on county death rates that are not explained by county attributes. These analyses present questions about using common indicators to measure mortality at different levels suggesting that the variables used to understand mortality on the individual level are different from those that should be used to understand mortality at the county level.Item Analysis of Deaths Caused by Interplate and Intraplate Earthquakes(2012-07-16) Jogunoori, PushkinTwo kinds of earthquakes, interplate and intraplate, occur in the world. Interplate earthquakes occur at the plate boundaries and are common. Intraplate earthquakes occur within the stable continental land mass and are less common. Fatality models have been developed by a number of different research groups in the last decades to estimate losses in these types of events. This is a relatively new research area, with the added problem that a fatal event only occurs every fortnight or so, so that the data collection process is long term. This research study has two objectives; the first is to update the Generalized Poissonian distribution parameters for the period 2000 to 2009. The second is to establish the statistical properties of the set of fatal earthquakes for the world, for the interplate region, and intraplate region in the last decade and for the twentieth century. This work has not been previously completed and represents a potential insight into the cost effectiveness of current earthquake mitigation schemes. The key hypothesis is that fatal interplate earthquakes occur at a higher rate than fatal intraplate events. The results of the two analyses show that there is an increase in the average number of earthquakes and the average number of deaths caused by these earthquakes for this decade, indicating this decade has proved to be worse when compared to the earlier recorded earthquake period data. There was a total of 202 recorded fatal events in the period of 2000 to 2009. The interplate earthquakes proved to cause more fatalities compared to intraplate earthquakes during the past decade. The difference at the five percent confidence level is significant.Item Application of space time concept in GIS for visualizing and analyzing travel survey data(2006-05) Lu, Xiaoyun; Zhang, Ming, 1963 April 22-The classic time geography concept (space-time path) provides a powerful framework to study travel survey data which is an important source for travel behavior studies. Based on the space-time concept, this research will present a visualizing approach to analyze travel survey data. By inputting the data into GIS software such as TransCAD and ArcGIS and editing the needed information, this study will explain how to create 3D images of travel paths for showing the variation of trip distribution in relation to different social-economic factors deemed as the driving forces of such patterns. Also, this report will address the technical challenges involved in this kind of study and will discuss directions of future research.Item The development of a geotechnical GIS-based database in Austin, TX(2011-05) Lawrence, Robert Hoff; Gilbert, Robert B. (Robert Bruce), 1965-; Maidment, David R.Geographic Information Systems (GIS) are useful in analyzing and visualizing database information. Specifically, the field of geotechnical engineering stands to benefit from a database encompassing GIS; as, geotechnical data varies spatially. The City of Austin Water Utility realized the advantages of a geotechnical database utilizing GIS which led to the motivation of designing a database for Austin, Texas. The main objective is to provide a detailed explanation of the design of a GIS-relational geotechnical database for Austin, Texas. In addition, several examples of useful methods of analyzing geotechnical data spatially are included. The examples show the identification of faults, the uses of structural contour maps, summarization of data through plots and tables, and analyzing temporal piezometric conditions. The idea of a database is to organize and store data in a basic efficient format so that information is not duplicated. Database queries are then used to combine and rearrange the data within the database through relationships. The queries are then connected to GIS for intelligent visualization. This process is designed specifically for the geologic conditions that exist in Austin, Texas. Understanding the geotechnical engineering state of practice is important when designing a database that will encompass geotechnical data for a given region. The City of Austin relies on experience and the geotechnical report filing systems to initially plan future projects around geologic conditions. With the help of a geotechnical database, the information from geotechnical reports is a “computer click” away. Also, the geotechnical data from multiple reports is viewable at one time in both a 2 and 3 dimensional environments through GIS. Database features coupled with GIS tools proves to be an effective way for engineers and geologists to use geotechnical data.Item Improving Open Channel Network Operation Using Gate Control Support Model Developed with ArcGIS Geoprosessing Tools(2011-10-21) Eskandari Halvaei, MostafaMany efforts have been conducted for improving the operation and management of open channel networks. Implementing simulation models and software is an effective step in achieving better operation of control structures in open channel networks. The purpose of this study was to develop a tool in ArcGIS for assisting the open channel network managers in operating flow control structures. This model presents a time schedule for gate operation based on the demands at turnouts through the water usage schedule of the network. The developed model was designed to be added as a tool to ArcToolbox in ArcGIS. Any ArcGIS user who has access to ArcView or ArcInfo can add this tool to ArcToolbox. Using ArcGIS Geoprocessing tools, ModelBuilder, Scripting and ArcToolbox tools, the proposed model, "Arc-Canal", was created. Arc-Canal is implementable for irrigation networks that open channel network are digitized in ArcGIS. Simulation is for the gravity flow in open channels without any pump in the network. Calculations are based on steady flow. All hydraulic calculations for water level, gates, and weirs are based on the methods defined in "Open-Channel Hydraulics" (Chow 1959). Most of the available flow simulation models are complicated individual software for which user needs to be trained to install and use it. Also most of these software are not free accessible. Arc-Canal is an easy to use tool that anyone with the knowledge of working with ArcGIS can run it. By adding the tool to ArcToolbox and following the described naming method, and entering the required data, model is ready to run. The developed model is a free access tool. Most of the channels in open channel networks in south Texas have mild bottom slope and flow is steady gravity flow. It is desired that the developed model will be a tool to assist irrigation districts in south Texas.Item PrePro2004: a data model with pre and post-processor for HEC-HMS(Texas A&M University, 2005-11-01) Agrawal, AshishThis thesis presents the design concepts and development of an interface (Pre- Pro2004) utilizing geodatabases for the Hydrologic Modeling System (HMS) of the Hydrologic Engineering Center (HEC). HMS is a rainfall-runoff model which supports lumped-parameter as well as distributed-parameter based modeling. PrePro2004 uses the spatial-analysis as well as data handling capabilities of ArcGIS. The spatial data are processed to create input files for HMS. These input files and the output from HMS are stored in two geodatabases which were developed using data model concepts. The tools are provided to reproduce an HMS model from the data inside these geodatabases. The interface is developed based on the DataCentric approach which brings different hydrologic and hydraulic models together. This approach aims to attain a long-term goal of utilizing the same data for different hydrologic or hydraulic models with additional model specific requirements. Two case studies are presented to show the applications of the tools developed. The first case study details the creation of HMS input files for Salado Creek watershed with Digital Elevation Model as input. It includes the importation of an existing HMS model for Salado Creek watershed as Appendix C. The second case study details the creation of HMS input files for the Bull Creek watershed, with land use and soil type data as inputs. It describes the capabilities of tools developed in detail.Item The Impact of Tropical Cyclones on the Geomorphic Evolution of Bolivar Peninsula, TX(2012-07-16) Hales, BillyAnnually, tropical cyclones do tremendous damage and are agents of long-term coastal change. To test this idea of different tropical cyclones delivering consistent coastal change, a landform with such evolution is needed. One such landform is a spit. What contributions do tropical cyclones give toward the evolution of a spit, and do tropical cyclones give the same kinds of impacts? To determine if tropical cyclones have similar impacts, shoreline and volumetric change from four storms impacting Bolivar Peninsula are considered. Being a southwest-trended spit at a length of 33.5 kilometers, storm impacts are measured in the form of one dimensional shoreline and two dimensional volumetric change. These impacts are abstracted into shoreline change and volumetric change patterns. These patterns are identified and compared for differences between each storm and similarity among all storms. Results indicate that shoreline accretionary zones vary alongshore. Results from Hurricane Ike indicate an accretionary zone ten kilometers from the distal end. Shoreline change patterns for Hurricane Rita show an unstable accretionary zone at four kilometers from the distal end. Results for Tropical Storm Fay indicate an unstable accretionary zone that begins at the distal end and continues to the middle of the spit. In terms of similarity for shoreline change, all patterns from storms demonstrated erosion near Rollover Fish Pass. One dimensional volumetric change patterns were entirely erosive for Hurricanes Rita and Ike, and Tropical Storm Fay had by small zones of accretion near the distal portion of the spit. Tropical Storm Josephine demonstrated an accretion zone between the middle and distal portion of the spit. Results from two dimensional volumetric change patterns suggest a threshold for inland penetration. Tropical Storm Fay showed a ten to twenty meter wide pattern of erosion around five kilometers from the distal end and near the proximal end of the spit, and Hurricane Rita demonstrated a twenty meter wide pattern of erosion near the distal end. Hurricane Ike had erosive penetration of up to 200 meters around fifteen kilometers from the distal end. Results suggest that certain storms reinforce the standard spit growth model, and others work against it.