Sign Inventory Users Guide, August 2010

This User’s Guide serves as a reference for field personnel using the sign inventory data collection software tool. This tool was developed to simplify and standardize the collection and updating of sign inventory information. The software and collection methodology was developed by the Iowa DOT Sign Management Task Force and the Center for Transportation Research and Education at Iowa State University. Required Equipment -The data collection process requires both a portable computer and a global positioning system (GPS) device (connected via USB cable). Since computer battery performance varies, a DC power converter is recommended. A check-in/out process has also been established which allows updates to sign information from the central database.

Use of GPS for Photogrammetry, HR-342, 1993

Five test flights were conducted to study the use of Global Positioning System (GPS) in Photogrammetry, three in Iowa, one each in California and Texas. These tests show that GPS can be used to establish ground control by the static method and to determine camera location by the kinematic method. In block triangulation, six GPS controls are required and additional elevation control along the centerline is also required in strip triangulation. The camera location determined by aerial triangulation depends on the scale of the photography. The 1:3000 scale photography showed that the absolute accuracy of the camera location by GPS is better than five centimeters. The 1:40000 scale photography showed that the relative accuracy of the camera location by GPS is about one millimeter. In a strip triangulation elevation control is required in addition to the camera location by GPS. However, for block triangulation camera location by GPS is sufficient. Pre-targeting of pass and tie points gives the best results in both block and strip triangulation. In normal mapping for earth work computations the use of 1:6000 scale photography with GPS control instead of 1:3000 scale is recommended. It is recommended that research be done in the use of GPS for navigation in aerial photographic missions. It is highly recommended that research be done in the use of GPS to determine tip and tilt of the aerial camera, that is required in stereoplotting.

Airborne GPS Final Report, HR-359, 1995

The objective of this project was to use a Global Positioning System (GPS) to determine the aerial camera location and orientation that best facilitated mapping done from aerial photographs without any ground control. Four test flights were conducted. The first test flight was performed in June 1993 at St. Louis, with the objective of testing the multiantenna concept using two antenna on the aircraft. The second test in August 1993 was conducted over the Iowa State University (ISU) campus at Ames. This flight evaluated the use of GPS for pinpoint navigation. The third test flight over St. Louis was flown in October 1993, with four antenna on aircraft; its objective was to evaluate the 3DF GPS receiver and the antenna locations. On the basis of the results of these three tests, a final test flight over the Mustang Project area in Ames and the ISU campus was conducted in June 1994. Analysis of these data showed that airborne GPS can be used (1) in pinpoint navigation with an accuracy of 25 m or better, (2) to determine the location of the camera nodal point with an accuracy of 10 cm or better, and (3) to determine the orientation angles of the camera with an accuracy of 0.0001 radians or better. In addition, the exterior orientation elements determined by airborne GPS can be used to rectify aerial photos, to produce orthophotos, and in direct stereo plotting. Further research is recommended in these areas to maximize the use of airborne GPS. The report is organized in the following chapters: (1) Introduction; (2) Photogrammetry and Kinematic GPS; (3) Analysis of First Test; (4) Analysis of Second Test; (5) Analysis of Third Test; (6) Analysis of Final Test; (7) Applications of Airborne GPS; and (8) Conclusion and Recommendation.

Local model predictive control experiences with differential driven wheeled mobile robots

This work extends a previously developed research concerning about the use of local model predictive control in differential driven mobile robots. Hence, experimental results are presented as a way to improve the methodology by considering aspects as trajectory accuracy and time performance. In this sense, the cost function and the prediction horizon are important aspects to be considered. The aim of the present work is to test the control method by measuring trajectory tracking accuracy and time performance. Moreover, strategies for the integration with perception system and path planning are briefly introduced. In this sense, monocular image data can be used to plan safety trajectories by using goal attraction potential fields

Variação espacial da resposta do milho à adubação nitrogenada de cobertura em lavoura no cerrado

O objetivo deste trabalho foi avaliar, numa perspectiva espacial, a resposta do milho (Zea mays) à adubação de cobertura com nitrogênio (N) e relacionar a produtividade de grãos com variáveis indicadoras do suprimento desse nutriente. Quatro doses de N foram testadas em 12 parcelas experimentais de 12,6x1.200 m. Em cada parcela foram georreferenciados 11 locais onde foram feitas as avaliações. Nesses locais, foi monitorado o estado nutricional do milho com o clorofilômetro e foram determinados os teores de N mineral do solo e os teores de N na folha e nos grãos. A produtividade de grãos foi mapeada com sensor de produtividade e "Global Positioning System" (GPS) acoplados à colhedora. Os dados foram analisados por estatística clássica e espacial. O cultivo sem aplicação de N em cobertura proporcionou, em média, 77% da máxima produtividade de milho (9,21 Mg ha-1) obtida com a adubação de cobertura. Altas correlações entre leitura do clorofilômetro, teor foliar de N e produtividade do milho, verificadas na análise de médias, não se confirmaram nos mapas que representam a variabilidade espacial dessas variáveis. A interpretação conjunta dos mapas de leitura do clorofilômetro e de produtividade do milho permitiu identificar áreas com diferentes capacidades de suprimento de N pelo solo e subsidiar a delimitação de zonas para o manejo diferenciado do nitrogênio.

Field Evaluation of Compaction Monitoring Technology: Phase I, 2004

This Phase I report describes a preliminary evaluation of a new compaction monitoring system developed by Caterpillar, Inc. (CAT), for use as a quality control and quality assurance (QC/QA) tool during earthwork construction operations. The CAT compaction monitoring system consists of an instrumented roller with sensors to monitor machine power output in response to changes in soil machine interaction and is fitted with a global positioning system (GPS) to monitor roller location in real time. Three pilot tests were conducted using CAT’s compaction monitoring technology. Two of the sites were located in Peoria, Illinois, at the Caterpillar facilities. The third project was an actual earthwork grading project in West Des Moines, Iowa. Typical construction operations for all tests included the following steps: (1) aerate/till existing soil; (2) moisture condition soil with water truck (if too dry); (3) remix; (4) blade to level surface; and (5) compact soil using the CAT CP-533E roller instrumented with the compaction monitoring sensors and display screen. Test strips varied in loose lift thickness, water content, and length. The results of the study show that it is possible to evaluate soil compaction with relatively good accuracy using machine energy as an indicator, with the advantage of 100% coverage with results in real time. Additional field trials are necessary, however, to expand the range of correlations to other soil types, different roller configurations, roller speeds, lift thicknesses, and water contents. Further, with increased use of this technology, new QC/QA guidelines will need to be developed with a framework in statistical analysis. Results from Phase I revealed that the CAT compaction monitoring method has a high level of promise for use as a QC/QA tool but that additional testing is necessary in order to prove its validity under a wide range of field conditions. The Phase II work plan involves establishing a Technical Advisor Committee, developing a better understanding of the algorithms used, performing further testing in a controlled environment, testing on project sites in the Midwest, and developing QC/QA procedures.

ML estimator and hybrid beamformer for multipath and interference mitigation in GNSS receivers

This paper addresses the estimation of the code-phase(pseudorange) and the carrier-phase of the direct signal received from a direct-sequence spread-spectrum satellite transmitter. Thesignal is received by an antenna array in a scenario with interferenceand multipath propagation. These two effects are generallythe limiting error sources in most high-precision positioning applications.A new estimator of the code- and carrier-phases is derivedby using a simplified signal model and the maximum likelihood(ML) principle. The simplified model consists essentially ofgathering all signals, except for the direct one, in a component withunknown spatial correlation. The estimator exploits the knowledgeof the direction-of-arrival of the direct signal and is much simplerthan other estimators derived under more detailed signal models.Moreover, we present an iterative algorithm, that is adequate for apractical implementation and explores an interesting link betweenthe ML estimator and a hybrid beamformer. The mean squarederror and bias of the new estimator are computed for a numberof scenarios and compared with those of other methods. The presentedestimator and the hybrid beamforming outperform the existingtechniques of comparable complexity and attains, in manysituations, the Cramér–Rao lower bound of the problem at hand.

Error en el posicionamiento indoor en dispositivos mo¿viles

Location information is becoming increasingly necessary as every new smartphone incorporates a GPS (Global Positioning System) which allows the development of various applications based on it. However, it is not possible to properly receive the GPS signal in indoor environments. For this reason, new indoor positioning systems are being developed.As indoors is a very challenging scenario, it is necessary to study the precision of the obtained location information in order to determine if these new positioning techniques are suitable for indoor positioning.

Error en el posicionamiento indoor en dispositivos móviles

Location information is becoming increasingly necessary as every new smartphone incorporates a GPS (Global Positioning System) which allows the development of various applications based on it. However, it is not possible to properly receive the GPS signal in indoor environments. For this reason, new indoor positioning systems are being developed. As indoors is a very challenging scenario, it is necessary to study the precision of the obtained location information in order to determine if these new positioning techniques are suitable for indoor positioning.

GPS-signal Source Based on Direct Digital Synthesis

This thesis presents the design and implementation of a GPS-signal source suitable for receiver measurements. The developed signal source is based on direct digital synthesis which generates the intermediate frequency. The intermediate frequency is transfered to the final frequency with the aid of an Inphase/Quadrature modulator. The modulating GPS-data was generated with MATLAB. The signal source was duplicated to form a multi channel source. It was shown that, GPS-signals ment for civil navigation are easy to generate in the laboratory. The hardware does not need to be technically advanced if navigation with high level of accuracy is not needed. It was also shown that, the Inphase/Quadrature modulator can function as a single side band upconverter even with a high intermediate frequency. This concept reduces the demands required for output filtering.

Present-day deformation of the Pyrenees revealed by GPS surveying and earthquake focal mechanisms until 2011

The Pyrenean mountain range is a slowly deforming belt with continuous and moderate seismic activity. To quantify its deformation field, we present the velocity field estimated from a GPS survey of the Pyrenees spanning 18 yr. The PotSis and ResPyr networks, including a total of 85 GPS sites, were installed and first measured in 1992 and 1995 1997, respectively, and remeasured in 2008 and 2010. We obtain a deformation field with velocities less than 1 mm yr−1 across the range. The estimated velocities for individual stations do not differ significantly from zero with 95 per cent confidence. Even so, we estimate a maximum extensional horizontal strain rate of 2.0 ± 1.7 nanostrain per year in a N S direction in the western part of the range. We do not interpret the vertical displacements due to their large uncertainties. In order to compare the horizontal strain rates with the seismic activity, we analyse a set of 194 focal mechanisms using three methods: (i) the 'r' factor relating their P and T axes, (ii) the stress tensors obtained by fault slip inversion and (iii) the strain-rate tensors. Stress and strain-rate tensors are estimated for: (i) the whole data set, (ii) the eastern and western parts of the range separately, and (iii) eight zones, which are defined based on the seismicity and the tectonic patterns of the Pyrenees. Each of these analyses reveals a lateral variation of the deformation style from compression and extension in the east to extension and strike-slip in the west of the range. Although the horizontal components of the strain-rate tensors estimated from the seismic data are slightly smaller in magnitude than those computed from the GPS velocity field, they are consistent within the 2σ uncertainties. Furthermore, the orientations of their principal axes agree with the mapped active faults.

Ionospheric tomography using GNSS reflections

In this paper, we report a preliminary analysis of the impact of Global Navigation Satellite System Reflections (GNSS-R) data on ionospheric monitoring over the oceans. The focus will be on a single polar Low Earth Orbiter (LEO) mission exploiting GNSS-R as well as Navigation (GNSS-N) and Occultation (GNSS-O) total electron content (TEC) measurements. In order to assess impact of the data, we have simulated GNSS-R/O/N TEC data as would be measured from the LEO and from International Geodesic Service (IGS) ground stations, with an electron density (ED) field generated using a climatic ionospheric model. We have also developed a new tomographic approach inspired by the physics of the hydrogen atom and used it to effectively retrieve the ED field from the simulated TEC data near the orbital plane. The tomographic inversion results demonstrate the significant impact of GNSS-R: three-dimensional ionospheric ED fields are retrieved over the oceans quite accurately, even as, in the spirit of this initial study, the simulation and inversion approaches avoided intensive computation and sophisticated algorithmic elements (such as spatio-temporal smoothing). We conclude that GNSS-R data over the oceans can contribute significantly to a Global/GNSS Ionospheric Observation System (GIOS). Index Terms Global Navigation Satellite System (GNSS), Global Navigation Satellite System Reflections (GNSS-R), ionosphere, Low Earth Orbiter (LEO), tomography.

Liikkuvan kenttätyön hallinta etätunnistusta ja paikannusta hyödyntävällä mobiilijärjestelmällä

Liikkuvan kenttätyön työntekijät suorittavat työpäivän aikana työtä useassa eri työkohteessa. Työkohteilla suoritettujen työtehtävien kirjaus tapahtuu usein jälkikäteen ja muistinvaraisesti. Diplomityön tavoitteena on esittää ratkaisu liikkuvan kenttätyön työkirjausten automatisointiin. Tavoitteen mukaisen etätunnistusta ja paikannusta hyödyntävän mobiilijärjestelmän avulla työntekijöiden käsinkirjoitetut ja mahdollisesti puutteelliset työkirjaukset korvataan automaattisilla ja täsmällisillä kirjauksilla. Järjestelmän tavoitteena on vähentää työntekijöiden työkuormaa. Työssä arvioidaan etätunnistuksen hyödyntämistä mobiilisovelluksen käyttöä helpottavana tekniikkana. Parhaimmillaan etätunnistus poistaa kokonaan mobiililaitteen näppäilytarpeen, mutta aiheuttaa osaltaan lisää työtä järjestelmän ylläpitoon. Työn tuloksissa esitetään myös satelliittipaikannuksen todettu tarkkuus ja soveltuvuus liikkuvan kenttätyön tarpeisiin taajama- ja kaupunkialueella. Varsinkin kaupunkialueella satelliittiperustaisen paikkatiedon tehokas hyödyntäminen edellyttää suodatusta ja älykkyyttä paikkatiedon prosessointiin.

Geoambientes do Parque Estadual do Ibitipoca, município de Lima Duarte-MG

Foram identificados, mapeados e caracterizados os geoambientes do Parque Estadual do Ibitipoca (PEI), Minas Gerais, com o objetivo de subsidiar o manejo ecológico da área. Para este fim, realizaram-se coletas de solos, em pontos georreferenciados por GPS (Global Positioning System), fotointerpretações a partir de ortofotos e uso de mapas planialtimétricos, além de intenso reconhecimento de solos no campo. Oito geoambientes foram identificados e caracterizados: (1) Patamares com Espodossolos, 2) Cristas Ravinadas, 3) Escarpas, 4) Grotas, 5) Mata Baixa com Candeia, 6) Mata Alta sobre Xisto, 7) Topos Aplainados e 8) Rampas com Vegetação Aberta. Em cada ambiente a vegetação associada é fortemente condicionada pela profundidade do solo e pelo tempo de permanência de água no sistema. Os ambientes de mata, tanto sobre xistos quanto sobre quartzitos, sofrem menor estresse hídrico, seja por melhores condições físicas do solo e maior retenção de água, seja pela presença de ambiente mais ombrófilo e úmido, como nas Grotas. Os geoambientes florestados possuem concentrações de P e K mais elevadas do que nos ambientes campestres abertos. No geoambiente de Mata Baixa com Candeia, a pobreza química do substrato parece ser o impedimento à ocorrência de uma floresta mais densa. Os Campos de Altitude ocorrem nas altitudes mais elevadas no PEI, sendo desenvolvidos sobre solos mais profundos do que sob campos rupestres, onde há freqüente exposição da rocha ou solos muito rasos.

Metodologia para avaliação do desempenho de receptor de GPS de uso agrícola em condição cinemática

São inúmeras as aplicações das tecnologias de Global Navigation Satellite System (GNSS), e o sistema mais utilizado é o Global Positioning System (GPS), desenvolvido pelos Estados Unidos. Em aplicações agrícolas, há a necessidade de posicionamento estático e cinemático, com demandas de distintos níveis de acurácia. No entanto, os usuários carecem de informação quanto ao desempenho cinemático de receptores GNSS, sendo disponibilizados apenas dados de desempenho estático, e por essa razão desenvolveu-se um veículo instrumentado para testar metodologia de avaliação do desempenho de receptores GNSS sob condição cinemática, visando a representar operações agrícolas. Foi utilizada instrumentação para coletar os dados sob variação de velocidade e sentido de percurso circular. A partir de ensaio experimental, verificou-se que a metodologia possibilita o cálculo da acurácia e da precisão, necessitando apenas de melhorias nos equipamentos de aquisição de dados em ensaios de longa duração.