Relevant bibliographies by topics / Design of geodetic networks

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Design of geodetic networks'

Author: Grafiati
Published: 4 June 2021
Last updated: 3 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Design of geodetic networks.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Design of geodetic networks"

1

Milbert, Dennis G. "Optimization and Design of Geodetic Networks." Eos, Transactions American Geophysical Union 68, no. 31 (1987): 669. http://dx.doi.org/10.1029/eo068i031p00669-02.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Moritz, Helmut. "Optimization and design of geodetic networks." Earth-Science Reviews 24, no. 2 (April 1987): 147–48. http://dx.doi.org/10.1016/0012-8252(87)90012-2.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Murzincev, P. P., А. V. Polianskiy, and L. E. Serdakov. "On optimization of geodetic reference networks of accelerators using laser trackers." Geodesy and Cartography 923, no. 5 (June 20, 2017): 2–6. http://dx.doi.org/10.22389/0016-7126-2017-923-5-2-6.

Full text
Abstract:
The features of laser tracker measurements and their accounting for designing geodetic networks on the accelerator complexes are considered. The key parameters for the optimization of the spatial geodetic network of the accelerator are proposed. The dependence of average mean square errors on the radial and altitudinal directions of orientation of the sighting beam for distances from 1 to 30 meters was defined. The influence of the choice of stations for mounting the laser tracker to determine the parameters of the ellipsoid of errors was studied. The measurements for three variants of geodetic networks in the tunnel with the adopted geometric parameters were simulated. The data of the deviations of the points of the network radius, altitude relative to the project was indicated. The obtained results can be useful both at the design stage of geodetic network accelerator, and at the stage of installation of technological equipment.
APA, Harvard, Vancouver, ISO, and other styles
4

Bryn, M. J., and G. G. Shevshenko. "Designing a geodetic network through the search method based on the use of an undistorted model." Geodesy and Cartography 966, no. 12 (January 20, 2021): 2–10. http://dx.doi.org/10.22389/0016-7126-2020-966-12-2-10.

Full text
Abstract:
General idea of the search method is provided. An information flowchart explaining themethod is presented. Formulas for evaluating the project of a geodetic network using the search method based on the undistorted model are given. The sequence of the mentioned design algorithm based on the undistorted model is developed. A computer program for evaluating the project in Visual Basic was compiled. The design and evaluation of the project of two networks, a triangulation geodetic and the one built according to the free stationing scheme was made. Both networks were constructed using the search method of nonlinear programming based on the undistorted model. The results of the evaluation of the triangulation network project coincided with those performed by the classical parametric method, which confirmed the correctness of the proposed algorithm for designing a geodetic network using the search method. The full weight matrix of coordinates of the defined points was obtained, and the average square error of the position of the weakest point in the network calculated.
APA, Harvard, Vancouver, ISO, and other styles
5

Matsuoka, Marcelo Tomio, Vinicius Francisco Rofatto, Ivandro Klein, Maurício Roberto Veronez, Luiz Gonzaga da Silveira, João Batista Silva Neto, and Ana Cristina Ramos Alves. "Control Points Selection Based on Maximum External Reliability for Designing Geodetic Networks." Applied Sciences 10, no. 2 (January 18, 2020): 687. http://dx.doi.org/10.3390/app10020687.

Full text
Abstract:
A set of stable and identifiable points—known as control points—are interconnected by direction, distance or height differences measurements form a geodetic network. Geodetic networks are used in various branches of modern science, such as monitoring the man-made structures, analysing the crustal deformation of the Earth, establishing and maintaining a geospatial reference frame, mapping, civil engineering projects and others. One of the most crucial components for ensuring the network quality is Geodetic Network Design. The design of a geodetic network depends on its purpose. In this paper, an automatic procedure for selection of control points is proposed. The goal is to find the optimum control points location so that the maximum influence of an anomaly measurement (outlier) on the coordinates of the network is minimum. Here, the concept of Minimal Detectable Bias defines the size of the outlier and its propagation on the network coordinates is used to describe the external reliability. The proposed procedure was applied to design a levelling network. Two scenarios were investigated: design of a network with one control point (minimally constrained levelling network) and another with two control points (over-constrained levelling network). The centre of the network was the optimum position to set the control point. Results for that network reveal that the centre of the network was the optimum position to set the control point for the minimal constraint case, whereas the over-constraint case were those with less line connections. We highlight that the procedure is a generally applicable method.
APA, Harvard, Vancouver, ISO, and other styles
6

Amiri-Simkooei, A. R., J. Asgari, F. Zangeneh-Nejad, and S. Zaminpardaz. "Basic Concepts of Optimization and Design of Geodetic Networks." Journal of Surveying Engineering 138, no. 4 (November 2012): 172–83. http://dx.doi.org/10.1061/(asce)su.1943-5428.0000081.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Müller, H. "Second-order design of combined linear-angular geodetic networks." Bulletin Géodésique 59, no. 4 (December 1985): 316–31. http://dx.doi.org/10.1007/bf02521066.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Sathiakumar, Sharadha, Sylvain Denis Barbot, and Piyush Agram. "Extending Resolution of Fault Slip With Geodetic Networks Through Optimal Network Design." Journal of Geophysical Research: Solid Earth 122, no. 12 (December 2017): 10,538–10,558. http://dx.doi.org/10.1002/2017jb014326.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Mahapatra, Pooja S., Sami Samiei-Esfahany, and Ramon F. Hanssen. "Geodetic Network Design for InSAR." IEEE Transactions on Geoscience and Remote Sensing 53, no. 7 (July 2015): 3669–80. http://dx.doi.org/10.1109/tgrs.2014.2381598.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Alizadeh-Khameneh, M. Amin, and Johan Vium Andersson. "Geodetic Network Design in Tunnel Surveys." Journal of Surveying Engineering 146, no. 4 (November 2020): 06020003. http://dx.doi.org/10.1061/(asce)su.1943-5428.0000325.

Full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Design of geodetic networks"

1

Alizadeh, Khameneh Mohammad Amin. "On Optimisation and Design of Geodetic Networks." Licentiate thesis, KTH, Geodesi och satellitpositionering, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-168314.

Full text
Abstract:
Optimisation of a geodetic network is performed to provide its pre-set quality requirements. Today, this procedure is almost run with the aid of developed analytical approaches, where the human intervention in the process cycle is limited to defining the criteria. The existing complication of optimisation problem was terminated by classifying it into several stages. By performing these steps, we aim to design a network with the best datum, configuration and the observation weights, which meets the precision, reliability and cost criteria. In this thesis, which is a compilation of four papers in scientific journals, we investigate the optimisation problem by developing some new methods in simulated and real applications. On the first attempt, the impact of different constraints in using a bi-objective optimisation model is investigated in a simulated network. It is particularly prevalent among surveyors to encounter inconsistencies between the controlling constraints, such as precision, reliability and cost. To overcome this issue in optimisation, one can develop bi-objective or multi-objective models, where more criteria are considered in the object function. We found out that despite restricting the bi-objective model with precision and reliability constraints in this study, there is no significant difference in results compared to the unconstrained model. Nevertheless, the constrained models have strict controls on the precision of net points and observation reliabilities. The importance of optimisation techniques in optimal design of displacement monitoring networks leads to the development of a new idea, where all the observations of two epochs are considered in the optimisation procedure. Traditionally, an observation plan is designed for a displacement network and repeated for the second epoch. In the alternative method, by using the Gauss-Helmert method, the variances of all observations are estimated instead of their weights to perform the optimisation. This method delivers two observation plans for the two epochs and provides the same displacement precision as the former approach, while it totally removes more observations from the plan. To optimise a displacement monitoring network by considering a sensitivity criterion as a main factor in defining the capacity of a network in detecting displacements, a real case study is chosen. A GPS displacement monitoring network is established in the Lilla Edet municipality in the southwest of Sweden to investigate possible landslides. We optimised the existing monitoring network by considering all quality criteria, i.e. precision, reliability and cost to enable the network for detecting 5 mm displacement at the net points. The different optimisation models are performed on the network by assuming single baseline observations in each measurement session. A decrease of 17% in the number of observed baselines is yielded by the multi-objective model. The observation plan with fewer baselines saves cost, time and effort on the project, while it provides the demanded quality requirements. The Lilla Edet monitoring network is also used to investigate the idea, where we assume more precise instruments in the second of two sequential epochs. In this study, we use a single-objective model of precision, and constrained it to reliability. The precision criterion is defined such that it provides the sensitivity of the network in detecting displacements and has a better variance-covariance matrix than at the first epoch. As the observations are GPS baselines, we assumed longer observation time in the second epoch to obtain higher precision. The results show that improving the observation precision in the second epoch yields an observation plan with less number of baselines in that epoch. In other words, separate observation plans with different configurations are designed for the monitoring network, considering better observation precision for the latter epoch.

QC 20150603


Formas
APA, Harvard, Vancouver, ISO, and other styles
2

Rayson, Martin W. "Computer aided design of geodetic networks for monitoring crustal tectonics." Thesis, University of Newcastle Upon Tyne, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.278767.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Klein, Ivandro. "Proposta de um novo método para o planejamento de redes geodésicas." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2014. http://hdl.handle.net/10183/115554.

Full text
Abstract:
O objetivo deste trabalho é desenvolver e propor um novo método para o planejamento de redes geodésicas. O planejamento (ou pré-análise) de uma rede geodésica consiste em planejar (ou otimizar) a rede, de modo que a mesma atenda a critérios de qualidade pré-estabelecidos de acordo com os objetivos do projeto, como precisão, confiabilidade e custos. No método aqui proposto, os critérios a serem considerados na etapa de planejamento são os níveis de confiabilidade e homogeneidade mínimos aceitáveis para as observações; a acurácia posicional dos vértices, considerando tanto os efeitos de precisão quanto os (possíveis) efeitos de tendência, segundo ainda um determinado nível de confiança; o número de outliers não detectados máximo admissível; e o poder do teste mínimo do procedimento Data Snooping (DS) no cenário n-dimensional, isto é, considerando todas as observações (testadas individualmente). De acordo com as classificações encontradas na literatura, o método aqui proposto consiste em um projeto combinado, solucionado por meio do método da tentativa e erro, além de apresentar alguns aspectos inéditos em seus critérios de planejamento. Para demonstrar a sua aplicação prática, um exemplo numérico de planejamento de uma rede GNSS (Global Navigation Satellite System – Sistema Global de Navegação por Satélite) é apresentado e descrito. Os resultados obtidos após o processamento dos dados da rede GNSS foram concordantes com os valores estimados na sua etapa de planejamento, ou seja, o método aqui proposto apresentou desempenho satisfatório na prática. Além disso, também foram investigados como os critérios pré-estabelecidos, a geometria/configuração da rede geodésica e a precisão/correlação inicial das observações podem influenciar nos resultados obtidos na etapa de planejamento, seguindo o método aqui proposto. Com a realização destes experimentos, dentre outras conclusões, verificou-se que todo os critérios de planejamento do método aqui proposto estão intrinsecamente interligados, pois, por exemplo, uma baixa redundância conduz a um valor relativamente mais alto para a componente de precisão, e consequentemente, um valor relativamente mais baixo para a componente de tendência (mantendo a acurácia final constante), o que também conduz a um poder do teste mínimo nos cenários unidimensional e n-dimensional significativamente mais baixos.
The aim of this work is to develop and propose a new method for the design of geodetic networks. Design (planning or pre-analysis) of a geodetic network consists of planning (or optimizing) the network so that it follows the pre-established quality criteria according to the project objectives, such as accuracy, reliability and costs. In the method proposed here, the criteria to be considered in the planning stage are the minimum acceptable levels of reliability and homogeneity of the observations; the positional accuracy of the points considering both the effects of precision and the (possible) effects of bias (according to a given confidence level); the maximum allowable number of undetected outliers; and the minimum power of the test of the Data Snooping procedure (DS) in the n-dimensional scenario, i.e., considering all observations (individually tested). According to the classifications found in the literature, the method proposed here consists of a combined project, solved by means of trial and error approach, and presents some new aspects in their planning criteria. To demonstrate its practical application, a numerical example of a GNSS (Global Navigation Satellite System) network design is presented and described. The results obtained after processing the data of the GNSS network were found in agreement with the estimated values in the design stage, i.e., the method proposed here showed satisfactory performance in practice. Moreover, were also investigated as the pre-established criteria, the geometry/configuration of the geodetic network, and the initial values for precision/correlation of the observations may influence the results obtained in the planning stage, following the method proposed here. In these experiments, among other findings, it was found that all the design criteria of the method proposed here are intrinsically related, e.g., a low redundancy leads to a relatively higher value for the precision component, and consequently to a relatively lower value for the bias component (keeping constant the final accuracy), which also leads to a minimum power of the test significantly lower in the one-dimensional and the n-dimensional scenarios.
APA, Harvard, Vancouver, ISO, and other styles
4

Curtis, Deborah Jane. "Ocean tide loading for geodetic applications." Thesis, University of Nottingham, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.319963.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Rens, Jan. "Combination of three dimensional geodetic networks using similarity transformations." Master's thesis, University of Cape Town, 1988. http://hdl.handle.net/11427/17176.

Full text
Abstract:
Bibliography: pages 173-178.
Classical terrestrial (horizontal and vertical) networks and Doppler satellite derived networks are combined in a three dimensional transformation adjustment by solving for the external bias parameters using any of the three standard seven parameter similarity transformation models, namely the Bursa, Molodensky and Veis models. The object of this combination may be merely to merge the systems or networks, but may additionally involve an attempt to assign physical meaning to the estimated bias parameters. These two aspects, and the influence of the a priori Variance-Covariance matrix of the observables on the parameters and their interpretation is studied in detail. An in-depth conceptual, mathematical and numerical comparative assessment of the three standard models is made. The homogeneity of the classical terrestrial South African networks is investigated by comparing the transformation parameter sets derived for different regions and sub-regions of the country.
APA, Harvard, Vancouver, ISO, and other styles
6

Turney, J. F. "Simultaneous adjustment of space and terrestrial observations in large geodetic networks." Thesis, University of Nottingham, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.381099.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Cammidge, Mark. "The design of a digital photogrammetric metrology system for the semi-automated surveying and recording of pipe dimensions in industrial plants." Master's thesis, University of Cape Town, 1996. http://hdl.handle.net/11427/17477.

Full text
Abstract:
Bibliography: pages 51-53.
This thesis reports on the design, development and testing of a semi-automated system to aid in the mapping of the interior of industrial plants. The system makes use of digital photogrammetry to assist an operator in locating and identifying components of the plants. All of the important photogrammetric theory is discussed in the text, and explained in detail in the appendices. Specifically, this system implements various algorithms used for camera calibration, object point intersection, and a method combining the two techniques. Considerable use is made of the iterative least squares method, which is the basis of many of the algorithms employed in this work. Image processing algorithms are implemented to enhance the digital images, and to ease the identification of objects in the images, and these are fully explained in the text. Adaptive least squares image matching is a method of matching corresponding points in different images and is used to ensure correspondence between points identified by the system operator. A weighted centre of gravity method is used to find the centre of target areas, and an algorithm is implemented to determine the radius, centre and direction of a pipe passing through a number of points. Various aspects of the system design are discussed and explained. In particular the requirements in terms of hardware and software are presented. In addition, the choices of the operating system and of the compiler are justified. Potential problems with the system, and possible enhancements of it are also described. Tests were performed to verify the correct operation of all of the algorithms used in the calibration of the cameras. Together with the point intersection routines, these tests calculated the position of various control points, the correct coordinates of which were previously known. The calculated point positions are compared to the known coordinates of the points to determine the accuracy of the various algorithms. Further tests were conducted to demonstrate and verify the ability of the system to measure distance in three dimensions. These tests illustrate that the accuracy achievable is approximately 0.053 of the total distance measured for an object occupying 803 of the width of the image. The system improves considerably on the method presently used in South Africa and in many industries worldwide which rely on analytical photogrammetry for the determination of object point locations. While the system suffers from reduced accuracy as a result of the use of digital cameras, this problem will become less important as technology and digital camera resolution improve. Possible enhancements include the use of more numerically efficient algorithms, and the introduction of techniques that would partially automate the identification of control points and pipes.
APA, Harvard, Vancouver, ISO, and other styles
8

Klein, Ivandro. "Controle de qualidade no ajustamento de observações geodésicas." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2012. http://hdl.handle.net/10183/38615.

Full text
Abstract:
Após o ajustamento de observações pelo método dos mínimos quadrados (MMQ) ter sido realizado, é possível a detecção e a identificação de erros não aleatórios nas observações, por meio de testes estatísticos. A teoria da confiabilidade faz uso de medidas adequadas para quantificar o menor erro detectável em uma observação, e a sua influência sobre os parâmetros ajustados, quando não detectado. A teoria de confiabilidade convencional foi desenvolvida para os procedimentos de teste convencionais, como o data snooping, que pressupõem que apenas uma observação está contaminada por erros grosseiros por vez. Recentemente foram desenvolvidas medidas de confiabilidade generalizadas, relativas a testes estatísticos que pressupõem a existência, simultânea, de múltiplas observações com erros (outliers). Outras abordagens para o controle de qualidade do ajustamento, alternativas a estes testes estatísticos, também foram propostas recentemente, como por exemplo, o método QUAD (Quasi-Accurate Detection of outliers method). Esta pesquisa tem por objetivo fazer um estudo sobre o controle de qualidade do ajustamento de observações geodésicas, por meio de experimentos em uma rede GPS (Global Positioning System), utilizando tanto os métodos convencionais quanto o atual estado da arte. Desta forma, foram feitos estudos comparativos entre medidas de confiabilidade convencionais e medidas de confiabilidade generalizadas para dois outliers simultâneos, bem como estudos comparativos entre o procedimento data snooping e testes estatísticos para a identificação de múltiplos outliers. Também se investigou como a questão das variâncias e covariâncias das observações, bem como a geometria/configuração da rede GPS em estudo, podem influenciar nas medidas de confiabilidade, tanto na abordagem convencional, quanto na abordagem generalizada. Por fim, foi feito um estudo comparativo entre o método QUAD e os testes estatísticos para a identificação de erros.
After the adjustment of observations has been carried out by Least Squares Method (LSM), it is possible to detect and identify non-random errors in the observations using statistical tests. The reliability theory makes use of appropriate measures to quantify the minimal detectable bias (error) in an observation, and its influence on the adjusted parameters, if not detected. The conventional reliability theory has been developed for conventional testing procedures such as data snooping, which assumes that only one observation is contaminated by errors at a time. Recently, generalized measures of reliability has been developed, relating to statistical tests that assumes the existence, simultaneous, of multiple observations with errors (outliers). Other approaches to the quality control of the adjustment, alternatives to these statistical tests, were also proposed recently, such as the QUAD method (Quasi-Accurate Detection of outliers method). The goal of this research is to make a study about the quality control of the adjustment of geodetic observations, by means of experiments in a GPS (Global Positioning System) network, using both conventional methods and the current state of the art. In this way, comparisons were made between conventional reliability measures and generalized measures of reliability for two outliers, as well as comparisons between the data snooping procedure and statistical tests to identify multiple outliers. It was also investigated how the variances and covariances of the observations, as well as the geometry/configuration of the GPS network in study, can influence the measures of reliability, both in the conventional approach and in the generalized approach. Finally, a comparison was made between the QUAD method and the statistical tests to identify outliers (errors).
APA, Harvard, Vancouver, ISO, and other styles
9

Lehmann, Rüdiger. "A universal and robust computation procedure for geometric observations." Hochschule für Technik und Wirtschaft, 2017. https://htw-dresden.qucosa.de/id/qucosa%3A31843.

Full text
Abstract:
This contribution describes an automatic and robust method, which can be applied to all classical geodetic computation problems. Starting from given input quantities (e.g. coordinates of known points, observations) computation opportunities for all other relevant quantities are found. For redundant input quantities there exists a multitude of different computation opportunities from different minimal subsets of input quantities, which are all found automatically, and their results are computed and compared. If the computation is non-unique, but only a finite number of solutions exist, then all solutions are found and computed. By comparison of the different computation results we may detect outliers in the input quantities and produce a robust final result. The method does not work stochastically, such that no stochastic model of the observations is required. The description of the algorithm is illustrated for a practical case. It is implemented on a webserver and is available for free via internet.
Der Beitrag beschreibt ein automatisches und robustes Verfahren, welches auf alle klassischen geodätischen Berechnungsprobleme angewendet werden kann. Ausgehend von vorgelegten Eingabegrößen (z.B. Koordinaten bekannter Punkte, Beobachtungen) werden Berechnungsmöglichkeiten für alle anderen relevanten Größen gefunden. Bei redundanten Eingabegrößen existiert eine Vielzahl von verschiedenen Berechnungsmöglichkeiten aus verschiedenen minimalen Untermengen von Eingabegrößen, die alle automatisch gefunden und deren Ergebnisse berechnet und verglichen werden. Wenn die Berechnung nicht eindeutig ist, aber nur eine endliche Anzahl von Lösungen existiert, dann werden alle Lösungen gefunden und berechnet. Durch den Vergleich verschiedener Berechnungsergebnisse können Ausreißer in den Eingabegrößen aufgedeckt werden und ein robustes Endergebnis wird erhalten. Das Verfahren arbeitet nicht stochastisch, so dass kein stochastisches Modell der Beobachtungen erforderlich ist. Die Beschreibung des Algorithmus wird an einem praktischen Fall illustriert. Er ist auf einem Webserver installiert und über das Internet frei verfügbar.
APA, Harvard, Vancouver, ISO, and other styles
10

Martin, Guillaume. "District Heating Networks Design." Thesis, KTH, Skolan för industriell teknik och management (ITM), 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-264257.

Full text
Abstract:
District heating networks are a solution to decrease the amount of CO2 emission in the atmosphere and a mean to increase the share of renewable energy in the energy mix. This degree project, conducted at Engie Réseaux, investigates the best options to design them. The challenges and the constraints of their design will be developed and the tools created to achieve it will be presented. This thesis exposes the major climatologic, economic, and energetic parameters to take into account when designing a network and shows the methodology used in these three fields.
Fjärrvärmenät är en lösning för att minska mängden koldioxidutsläpp i atmosfären och ett medel för att öka andelen förnybar energi i energimixen. Detta examensarbete, utfört på Engie Réseaux, undersöker de bästa alternativen för att designa dem. Svårigheterna och begränsningarna i deras utformning kommer att utvecklas och de verktyg som skapats för att uppnå det kommer att presenteras. Denna avhandling visar de viktigaste klimatologiska, ekonomiska och energiska parametrarna att ta hänsyn till vid utformning av ett nätverk och visar den använda metodiken.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Books on the topic "Design of geodetic networks"

1

Grafarend, Erik W., and Fernando Sansò, eds. Optimization and Design of Geodetic Networks. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-70659-2.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Geodetic network analysis and optimal design: Concepts and applications. Chelsea, Mich: Ann Arbor Press, 1996.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

Rüdja, Andres. Geodetic catums, reference systems and geodetic networks in Estonia. Kirkkonummi: Suomen Geodeettinen Laitos, 2004.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
4

Kubáček, Lubomír. Statistical theory of geodetic networks. Zdiby: Výzkumný ústav geodetický, topografický a kartografický, Odvětvové informační středisko, 2013.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
5

Lugoe, F. N. Rigorous densification of horizontal geodetic networks. [Fredericton, N.B.]: Dept. of Surveying Engineering, University of New Brunswick, 1985.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
6

Engsager, Karsten. Integration of satellite data in local geodetic networks. København: Kort & matrikelstyrelsen, 1998.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
7

Plane and geodetic surveying: The managment of control networks. New York: Spon Press, 2004.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
8

Teunissen, P. J. G. The geometry of geodetic inverse linear mapping and non-linear adjustment. Delft, The Netherlands: Rijkscommissie voor geodesie, 1985.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
9

Karris, Steven T. Networks: Design and management. Fremont, Calif: Orchard Publications, 2004.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
10

Karris, Steven T. Networks: Design and management. Fremont, Calif: Orchard Publications, 2002.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Book chapters on the topic "Design of geodetic networks"

1

Sünkel, H. "Fourier Analysis of Geodetic Networks." In Optimization and Design of Geodetic Networks, 257–300. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-70659-2_12.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Teunissen, P. J. G. "Quality Control in Geodetic Networks." In Optimization and Design of Geodetic Networks, 526–47. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-70659-2_18.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Grafarend, E. W., and F. W. Krumm. "Continuous Networks I." In Optimization and Design of Geodetic Networks, 301–41. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-70659-2_13.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Benciolini, B. "Continuous Networks II." In Optimization and Design of Geodetic Networks, 342–62. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-70659-2_14.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Schmitt, G. "Second Order Design." In Optimization and Design of Geodetic Networks, 74–121. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-70659-2_5.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Schmitt, G. "Third Order Design." In Optimization and Design of Geodetic Networks, 122–31. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-70659-2_6.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Schmitt, G. "Review of Network Designs: Criteria, Risk Functions, Design Ordering." In Optimization and Design of Geodetic Networks, 6–10. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-70659-2_2.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Schaffrin, B. "Aspects of Network Design." In Optimization and Design of Geodetic Networks, 548–97. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-70659-2_19.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Grafarend, E. W. "Criterion Matrices for Deforming Networks." In Optimization and Design of Geodetic Networks, 363–428. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-70659-2_15.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Cross, P. A. "Numerical Methods in Network Design." In Optimization and Design of Geodetic Networks, 132–68. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-70659-2_7.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Design of geodetic networks"

1

Postek, Pawel, and Wojciech Pachelski. "Design of Geodetic Network Using Controlled Computer Simulation." In 2017 Baltic Geodetic Congress (BGC Geomatics). IEEE, 2017. http://dx.doi.org/10.1109/bgc.geomatics.2017.26.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Mahapatra, Pooja, Sami Samiei-Esfahany, and Ramon Hanssen. "Geodetic network design for InSAR using reflectors and transponders." In IGARSS 2014 - 2014 IEEE International Geoscience and Remote Sensing Symposium. IEEE, 2014. http://dx.doi.org/10.1109/igarss.2014.6946589.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Aziz, Haris, Serge Gaspers, and Kamran Najeebullah. "Weakening Covert Networks by Minimizing Inverse Geodesic Length." In Twenty-Sixth International Joint Conference on Artificial Intelligence. California: International Joint Conferences on Artificial Intelligence Organization, 2017. http://dx.doi.org/10.24963/ijcai.2017/108.

Full text
Abstract:
We consider the problem of deleting nodes in a covert network to minimize its performance. The inverse geodesic length (IGL) is a well-known and widely used measure of network performance. It equals the sum of the inverse distances of all pairs of vertices. In the MinIGL problem the input is a graph $G$, a budget $k$, and a target IGL $T$, and the question is whether there exists a subset of vertices $X$ with $|X|=k$, such that the IGL of $G-X$ is at most $T$. In network analysis, the IGL is often used to evaluate how well heuristics perform in strengthening or weakening a network. In this paper, we undertake a study of the classical and parameterized complexity of the MinIGL problem. The problem is NP-complete even if $T=0$ and remains both NP-complete and $W[1]$-hard for parameter $k$ on bipartite and on split graphs. On the positive side, we design several multivariate algorithms for the problem. Our main result is an algorithm for MinIGL parameterized by the twin cover number.
APA, Harvard, Vancouver, ISO, and other styles
4

Guangxi, E., and Hongjun Yang. "Design and test of geodesic dome phased array system for multi-target TT&C and communication." In 2016 15th International Conference on Optical Communications and Networks (ICOCN). IEEE, 2016. http://dx.doi.org/10.1109/icocn.2016.7875855.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Michal, Ondrej. "OPTIMIZATION METHODS IN GEODETIC NETWORKS." In 16th International Multidisciplinary Scientific GeoConference SGEM2016. Stef92 Technology, 2016. http://dx.doi.org/10.5593/sgem2016/b22/s09.062.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Baricevic, Mladen. "SOFTWARE SUPPORT FOR FREE GEODETIC NETWORKS ADJUSTMENT." In 17th International Multidisciplinary Scientific GeoConference SGEM2017. Stef92 Technology, 2017. http://dx.doi.org/10.5593/sgem2017/22/s09.071.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Daszczuk, Wiktor, and Andrzej Belz. "Energy Constraints in Operation of Autonomous Transit Networks." In 2018 Baltic Geodetic Congress (BGC Geomatics). IEEE, 2018. http://dx.doi.org/10.1109/bgc-geomatics.2018.00039.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Specht, Cezary. "COMPARATIVE ANALYSIS OF ACTIVE GEODETIC NETWORKS IN POLAND." In 17th International Multidisciplinary Scientific GeoConference SGEM2017. Stef92 Technology, 2017. http://dx.doi.org/10.5593/sgem2017/22/s09.021.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Dawidowicz, Agnieszka. "THE GEODETIC UTILITIES NETWORK SYSTEM FOR ENERGY NETWORKS." In 15th International Multidisciplinary Scientific GeoConference SGEM2015. Stef92 Technology, 2011. http://dx.doi.org/10.5593/sgem2015/b22/s11.142.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Janus, Jaroslaw, and Piotr Bozek. "Identifying Real Transport Networks in Rural Areas on the Basis of Cadastral Data." In 2017 Baltic Geodetic Congress (BGC Geomatics). IEEE, 2017. http://dx.doi.org/10.1109/bgc.geomatics.2017.56.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Design of geodetic networks"

1

Fedorov, V., D. Flanagan, T. Rowan, and S. Batsell. Analysis and monitoring design for networks. Office of Scientific and Technical Information (OSTI), June 1998. http://dx.doi.org/10.2172/10135507.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Cybenko, George, and P. R. Kumar. Analysis and Design of Neural Networks. Fort Belvoir, VA: Defense Technical Information Center, January 1992. http://dx.doi.org/10.21236/ada250495.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Fedorov, V., D. Flanagan, T. Rowan, and S. Batsell. Analysis and monitoring design for networks. Office of Scientific and Technical Information (OSTI), June 1998. http://dx.doi.org/10.2172/663243.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Rubin, Izhak. Design and Analysis of Mobile Backbone Networks. Fort Belvoir, VA: Defense Technical Information Center, August 2002. http://dx.doi.org/10.21236/ada414071.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Roy, Sumit. Sensing Aware Design Approaches for Airborne Networks. Fort Belvoir, VA: Defense Technical Information Center, March 2012. http://dx.doi.org/10.21236/ada581377.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Vugrin, Eric D., and Mark Alan Turnquist. Design for resilience in infrastructure distribution networks. Office of Scientific and Technical Information (OSTI), July 2012. http://dx.doi.org/10.2172/1051705.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Lesavre, Loïc, Priam Varin, and Dylan Yaga. Blockchain Networks: Token Design and Management Overview. National Institute of Standards and Technology, February 2021. http://dx.doi.org/10.6028/nist.ir.8301.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Mason, Gerald M. Random Design and Probabilistic Anslysis of Interconnection Networks. Fort Belvoir, VA: Defense Technical Information Center, October 1991. http://dx.doi.org/10.21236/ada252342.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Singh, Kavinesh, Andy Philpott, and Kevin Wood. Column-Generation for Design of Survivable Electricity Distribution Networks. Fort Belvoir, VA: Defense Technical Information Center, August 2004. http://dx.doi.org/10.21236/ada486857.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Ganesh, Shriram, Maitreya Natu, Adarshpal Sethi, Rommie Hardy, and Richard Gopaul. Design Approaches for Stealthy Probing Mechanisms in Battlefield Networks. Fort Belvoir, VA: Defense Technical Information Center, September 2008. http://dx.doi.org/10.21236/ada487331.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Design of geodetic networks' for particular source types:
Journal articles Dissertations / Theses Books
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography