How useful is satellite positioning system (GPS) to track gait parameters? A review.

Over the last century, numerous techniques have been developed to analyze the movement of humans while walking and running. The combined use of kinematics and kinetics methods, mainly based on high speed video analysis and forceplate, have permitted a comprehensive description of locomotion process in terms of energetics and biomechanics. While the different phases of a single gait cycle are well understood, there is an increasing interest to know how the neuro-motor system controls gait form stride to stride. Indeed, it was observed that neurodegenerative diseases and aging could impact gait stability and gait parameters steadiness. From both clinical and fundamental research perspectives, there is therefore a need to develop techniques to accurately track gait parameters stride-by-stride over a long period with minimal constraints to patients. In this context, high accuracy satellite positioning can provide an alternative tool to monitor outdoor walking. Indeed, the high-end GPS receivers provide centimeter accuracy positioning with 5-20 Hz sampling rate: this allows the stride-by-stride assessment of a number of basic gait parameters--such as walking speed, step length and step frequency--that can be tracked over several thousand consecutive strides in free-living conditions. Furthermore, long-range correlations and fractal-like pattern was observed in those time series. As compared to other classical methods, GPS seems a promising technology in the field of gait variability analysis. However, relative high complexity and expensiveness--combined with a usability which requires further improvement--remain obstacles to the full development of the GPS technology in human applications.

Viabilidade técnica do uso de receptores GPS de navegação para fins de amostragem sistemática de solo

Os receptores de navegação do sistema de posicionamento global (GPS), comumente utilizados pelo setor agrícola, em geral, apresentam precisão posicional < 10,0 m. Em uma amostragem sistemática de solos, as subamostras deverão ser coletadas num raio não superior a 3 m do ponto central georreferenciado. A presente nota técnica visou confrontar a precisão e exatidão desse tipo de equipamento com a necessidade exigida em amostragem sistematizada de solo. Uma área com aproximadamente 17 ha, no campus I da Universidade de Passo Fundo, foi levantada com três receptores GPS de navegação e Estação Total-ET (controle). Pontos centrais de quadrículas de 2 ha, gerados pelo programa Campeiro®, foram locados no campo com os mesmos equipamentos. Sobre esses pontos, materializados no campo, foram novamente tomadas as suas coordenadas, com auxílio da estação total. Assim, as coordenadas X e Y foram submetidas à ANOVA, confrontando-se as médias obtidas pela ET com as dos receptores de GPS pela diferença honesta significativa do teste de Tukey (p < 0,01). Quanto à exatidão, calcularam-se, por Pitágoras, as distâncias lineares entre os pontos gerados pelos GPS e pela ET, assumindo-se não exatas quando ultrapassaram os 3 m de raio preconizado pelo Manual de Adubação e Calagem do Rio Grande do Sul e de Santa Catariana para coleta de solo. A exatidão das coordenadas dos receptores GPS variou de -10 m a +3 m para X e de -4 m a +7 m para Y. Apenas um ponto central dos oito locados com os receptores de GPS de navegação no centro das quadrículas apresentou exatidão compatível com a exigida pela prática. Isso indica que esse tipo de equipamento, com baixa precisão e exatidão, não deve ser utilizado para amostragem sistematizada de solos.

Airborne GPS, 1996

The paper gives the theory of airborne GPs related to Photogrammetry and the results of a self calibration used to validate the theory. Accordingly, no ground control points are required for mapping using a strip or block of photographs provided the site is within 10 Km of the calibration site.

Development of a GPS-Based Sign Inventory Tool for Iowa’s Statewide Management System, May 2011

This report is on state-of-the-art research efforts specific to infrastructure inventory/data collection with sign inventory as a case study. The development of an agency-wide sign inventory is based on feature inventory and location information. Specific to location, a quick and simple location acquisition tool is critical to tying assets to an accurate location-referencing system. This research effort provides a contrast between legacy referencing systems (route and milepost) and global positioning system- (GPS-) based techniques (latitude and longitude) integrated into a geographic information system (GIS) database. A summary comparison of field accuracies using a variety of consumer grade devices is also provided. This research, and the data collection tools developed, are critical in supporting the Iowa Department of Transportation (DOT) Statewide Sign Management System development effort. For the last two years, a Task Force has embarked on a comprehensive effort to develop a sign management system to improve sign quality, as well as to manage all aspects of signage, from request, ordering, fabricating, installing, maintaining, and ultimately removing, and to provide the ability to budget for these key assets on a statewide basis. This effort supported the development of a sign inventory tool and is the beginning of the development of a sign management system to support the Iowa DOT efforts in the consistent, cost effective, and objective decision making process when it comes to signs and their maintenance.

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.

Measurement of the mechanical power of walking by satellite positioning system (GPS).

PURPOSE: This descriptive article illustrates the application of Global Positioning System (GPS) professional receivers in the field of locomotion studies. The technological challenge was to assess the external mechanical work in outdoor walking. METHODS: Five subjects walked five times during 5 min on an athletic track at different imposed stride frequency (from 70-130 steps x min(-1)). A differential GPS system (carrier phase analysis) measured the variation of the position of the trunk at 5 Hz. A portable indirect calorimeter recorded breath-by-breath energy expenditure. RESULTS: For a walking speed of 1.05 +/- 0.11 m x s(-1), the vertical lift of the trunk (43 +/- 14 mm) induced a power of 46.0 +/- 20.4 W. The average speed variation per step (0.15 +/- 0.03 m x s(-1)) produced a kinetic power of 16.9 +/- 7.2 W. As compared with commonly admitted values, the energy exchange (recovery) between the two energy components was low (39.1 +/- 10.0%), which induced an overestimated mechanical power (38.9 +/- 18.3 W or 0.60 W x kg(-1) body mass) and a high net mechanical efficiency (26.9 +/- 5.8%). CONCLUSION: We assumed that the cause of the overestimation was an unwanted oscillation of the GPS antenna. It is concluded that GPS (in phase mode) is now able to record small body movements during human locomotion, and constitutes a promising tool for gait analysis of outdoor unrestrained walking. However, the design of the receiver and the antenna must be adapted to human experiments and a thorough validation study remains to be conducted.

GPS to LRM: Integration of Spatial Point Features with Linear Referencing Methods, 2001

Global positioning systems (GPS) offer a cost-effective and efficient method to input and update transportation data. The spatial location of objects provided by GPS is easily integrated into geographic information systems (GIS). The storage, manipulation, and analysis of spatial data are also relatively simple in a GIS. However, many data storage and reporting methods at transportation agencies rely on linear referencing methods (LRMs); consequently, GPS data must be able to link with linear referencing. Unfortunately, the two systems are fundamentally incompatible in the way data are collected, integrated, and manipulated. In order for the spatial data collected using GPS to be integrated into a linear referencing system or shared among LRMs, a number of issues need to be addressed. This report documents and evaluates several of those issues and offers recommendations. In order to evaluate the issues associated with integrating GPS data with a LRM, a pilot study was created. To perform the pilot study, point features, a linear datum, and a spatial representation of a LRM were created for six test roadway segments that were located within the boundaries of the pilot study conducted by the Iowa Department of Transportation linear referencing system project team. Various issues in integrating point features with a LRM or between LRMs are discussed and recommendations provided. The accuracy of the GPS is discussed, including issues such as point features mapping to the wrong segment. Another topic is the loss of spatial information that occurs when a three-dimensional or two-dimensional spatial point feature is converted to a one-dimensional representation on a LRM. Recommendations such as storing point features as spatial objects if necessary or preserving information such as coordinates and elevation are suggested. The lack of spatial accuracy characteristic of most cartography, on which LRM are often based, is another topic discussed. The associated issues include linear and horizontal offset error. The final topic discussed is some of the issues in transferring point feature data between LRMs.

Estación meteorológica móvil con posicionamiento GPS

Desarrollo de una plataforma que permite la medición de parámetros climáticos ambientales característicos de una estación meteorológica tales como presión atmosférica, temperatura, luminosidad, precipitación y viento. Ésta tiene capacidad de poder integrarse y/o anexionarse para su uso a distintos tipos de sensores por cualquiera de las plataformas de comunicación que incorpora: bluetooth, Wi-Fi (IEE 802.11), bus I2C, o Ethernet. Igualmente, tiene la posibilidad de movilidad con indicación del posicionamiento por GPS y de aplicación adicional para uso en control domótico.

GPS-paikkatiedonliittäminen matkapuhelinpalveluihin

2000-luvun vaihteessa paikkatietoa hyödyntävistä matkapuhelinpalveluista odotettiin muodostuvan eräs merkittävimmistä kilpailuvalteista eri matkapuhelinoperaattoreiden välillä. Kiinnostusta paikkatietoa hyödyntäviin palveluihin lisäsi kaupallisten sovellusten lisäksi Yhdysvaltojen liittovaltioiden liikenneministeriön säätämä laki, joka velvoittaa paikantamaan yleiseen hätänumeroon soitetut puhelut. Erityisesti laite- ja verkkotoimittajat odottivat tämänluovan heille uusia markkinoita. Markkinoille tuli useita kilpailevia menetelmiä, joilla matkapuhelimia voitiin paikantaa. Suurin osa näistä menetelmistä hyödynsi GSM-verkon signalointia paikannuksen tekemiseen. Samaan aikaan kohonnut matkapuhelinten suorituskyky mahdollisti GPS-vastaanottimien integroinnin matkapuhelimiin ja ensimmäiset tällaiset matkapuhelimet ilmestyivät markkinoille. Matkapuhelinten paikantamiseen liittyvä standardointi on melko hajanaista. ETSI on standardoinut joukon erilaisia menetelmiä, joilla matkapuhelin paikkatieto voidaan selvittää. Nämä standardit eivät kuitenkaan määrittele sitä, kuinka paikkatieto siirretään sitä hyödyntävien palveluiden käyttöön. Paikkatiedonsiirtämiseen ja esittämiseen liittyvässä standardoinnissa eri laite- ja ohjelmistovalmistajat ovat tehneet liittoutumia keskenään ja esitelleet keskenään kilpailevia standardeja ja suosituksia. Tälläkään osa-alueella mikään liittoutuma ei ole saavuttanut määräävää markkina-asemaa. Tässä työssä suunniteltiin ja toteutettiin järjestelmä, jonka avulla voidaan paikantaa sellaisia GSM-päätelaitteita, joihin on integroitu GPS-vastaanotin. Toteutettu järjestelmä liitettiin uudeksi paikannusmenetelmäksi solupaikannuksen rinnalle Sonera Pointer paikannusjärjestelmään. Työn aikana testattiin joukko markkinoilla olleita GSM-puhelimia, joihin oli integroitu GPS-vastaanotin. Matkapuhelinten testauksessa erityinen huomio kiinnittyi siihen, kuinka GPS-paikkatieto saadaan siirrettyä matkapuhelimesta verkossa sijaitsevien sovellusten käyttöön. Toteutetun järjestelmän suunnittelussa täkein lähtökohta oli järjestelmän joustavuus. Standardien hajanaisuus ja osittainen puuttuminen aiheuttivat sen, että järjestelmästä oli tehtävä mahdollisimman helposti laajennettava. Toinen merkittävä suunnitteluun vaikuttanut tekijä oli operaattoririippumattomuus, koska Sonera Pointer järjestelmää oli tarkoitus myydä myös muille matkapuhelinoperaattoreille.

The profile of general practitioners (GPs) who publish in selected family practice journals

Background: Providing support for research is one of the key issues in the ongoing attempts to improve Primary Care. However, when patient care takes up a significant part of a GP's time, conducting research is difficult. In this study we examine the working conditions and profile of GPs who publish in three leading medical journals and propose possible remedial policy actions. Findings: The authors of all articles published in 2006 and 2007 in three international Family Medicine journals - Annals of Family Medicine, Family Practice, and Journal of Family Practice - were contacted by E-mail. They were asked to complete a questionnaire investigating the following variables: availability of specific time for research, time devoted to research, number of patients attended, and university affiliation. Only GPs were included in the study. Three hundred and ten relevant articles published between 2006 and 2007 were identified and the authors contacted using a survey tool. 124 researchers responded to our questionnaire; 45% of respondents who were not GPs were excluded. On average GPs spent 2.52 days per week and 6.9 hours per day on patient care, seeing 45 patients per week. Seventy-five per cent of GPs had specific time assigned to research, on average 13 hours per week; 79% were affiliated to a university and 69% held teaching positions. Conclusions: Most GPs who publish original articles in leading journals have time specifically assigned to research as part of their normal working schedule. They see a relatively small number of patients. Improving the working conditions of family physicians who intend to investigate is likely to lead to better research results.

Paikkatiedon kerääminen ja hyödyntäminen WLAN-verkossa

Työn teoriaosuudessa tutustutaan ensin yleisimpiin paikannusmenetelmiin. Käsiteltävänä ovat GPS-satelliittipaikannus sekä radiosoluverkkojen paikannusmenetelmät solupaikannuksesta monimutkaisempiin signaalin ominaisuuksia tutkiviin menetelmiin. Teoriaosuudessa käsitellään myös IEEE 802.11 –standardin PHY- ja MAC-kerrosten toimintaa sekä WLAN-verkon siirtotien ominaisuuksia paikannuksen kannalta. Ennen paikannusjärjestelmän toteuttamista työssä esitellään menetelmiä ja tuloksia muista tutkimuksista samalta tutkimusalueelta. Työssä toteutetaan paikannusjärjestelmä sekä solupaikannusta että signaalitasopaikannusta hyödyntäen. Solupaikannusjärjestelmälle määritellään palvelurajapinta, jonka kautta paikannuspalvelua voidaan hyödyntää muissa palveluissa. Kaksi paikannuspalvelun päälle luotua palvelua esitellään lyhyesti malliesimerkkeinä. Signaalitasopaikannuksen osalta kuvataan kaksi menetelmään kuuluvaa vaihetta ja yksittäisten komponenttien toiminta näissä vaiheissa. Paikannusmenetelmien tarkkuutta tutkitaan mittausten avulla ja testituloksista muodostetaan paikannustarkkuutta kuvaavat tilastot. Solupaikannuksen keskimääräinen virhe on ±50 metriä. Vastaavasti signaalitasopaikannuksen virhe on ±4 metriä ja parannettua algoritmia käyttäen ±3 metriä.

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.

Paikannus mobiilipalveluissa

Paikannusta hyödyntävien palvelujen on jo pitkään odotettu kasvavan merkittäväksi liiketoiminta-alueeksi. Näin ei kuitenkaan ole tapahtunut. Paikannukseen perustuvista palveluista ja laitteista on tullut osa monen ihmisten arkipäivää, mutta saatavilla olevien palvelujen määrä on pysynyt alhaisena. Tässä työssä tutkitaan mahdollisuuksia toteuttaa mobiileille päätelaitteille ohjelmallinen paikannuskomponentti, jonka avulla paikannustoiminnot saataisiin helposti sovellusten käyttöön. Samalla paikannusta hyödyntävien sovellusten ja palvelujen toteutus helpottuisi, jolloin niiden yleistyminen olisi entistä paremmin mahdollista. Paikannuskomponentin toteutuksessa haasteena on oikean tekniikan valinta. Erilaisia laite- ja käyttöjärjestelmäalustoja tukevia tekniikoita on olemassa, mutta niiden todellinen yhteensopivuus ei aina ole mutkatonta. Työn tuloksena saatiin kattava kuva markkinoilla olevista yleisimmistä käyttöjärjestelmäalustoista sekä niihin tarjolla olevista sovelluskehitystekniikoista. Lisäksi erityistä huomiota kiinnitettiin alustariippumattomiin tekniikoihin. Työn tuloksena syntynyt demonstraatiosovellus osoittaa, että tavoitteena ollut paikannuskomponentin toteutus on teknisesti mahdollinen.