Investigation of the instability of graveyard orbits due to the earth's gravitational perturbations     

Jan Kostelecký  Jaroslav Klokočník 《Studia Geophysica et Geodaetica》1992,36(4):297-301

Summary The Banach theorem is applied to the Lagrange planetary equation for the semimajor axis of a geostationary satellite orbit to estimate the stability of near-geostationary satellite orbits. To achieve a graveyard (disposal) orbit, which will not interfere (=cross) the initial geostationary orbit, the geostationary semi-major axis a_g have to be increased at least by 50 km. Numerical results for a variety of graveyard orbits show that the increase of a_g by about 100 km will yield sufficiently stable orbits (accounting for the Earth's gravitational perturbations only) during the next 150 years.Dedicated to the 75th Birthday of Professor Academician Tibor Kolbenheyer  相似文献   

Time-domain, spectral finite-element approach to transient 2-D geomagnetic induction in a spherical heterogeneous Earth     

Zden&#;k Martinec  Mark E. Everett  Jakub Velímský 《Geophysical Journal International》2003,155(1):33-43

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Construction of Green's function to the external Dirichlet boundary-value problem for the Laplace equation on an ellipsoid of revolution   总被引：1，自引：0，他引：1  

Z. Martinec  E. W. Grafarend 《Journal of Geodesy》1997,71(9):562-570

Green's function to the external Dirichlet boundary-value problem for the Laplace equation with data distributed on an ellipsoid of revolution has been constructed in a closed form. The ellipsoidal Poisson kernel describing the effect of the ellipticity of the boundary on the solution of the investigated boundary-value problem has been expressed as a finite sum of elementary functions which describe analytically the behaviour of the ellipsoidal Poisson kernel at the singular point ψ = 0. We have shown that the degree of singularity of the ellipsoidal Poisson kernel in the vicinity of its singular point is of the same degree as that of the original spherical Poisson kernel. Received: 4 June 1996 / Accepted: 7 April 1997  相似文献   

Formulation of the boundary-value problem for geoid determination with a higher-degree reference field   总被引：1，自引：0，他引：1  

Zden&#;k Martinec  Petr Vani&#;ek 《Geophysical Journal International》1996,126(1):219-228

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Electromagnetic induction modelling based on satellite magnetic vector data   总被引：1，自引：0，他引：1  

Zden&#;k Martinec  Heather McCreadie 《Geophysical Journal International》2004,157(3):1045-1060

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Time-domain approach to linearized rotational response of a three-dimensional viscoelastic earth model induced by glacial-isostatic adjustment: I. Inertia-tensor perturbations     

Zden&#;k Martinec  Jan Hagedoorn 《Geophysical Journal International》2005,163(2):443-462

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Occurrence and distribution of selected potentially toxic elements in soils of playing sites: a case study from Bratislava,the capital of Slovakia     

Edgar Hiller  Lucia Lachká  Ľubomír Jurkovič  Ondrej Ďurža  Katarína Fajčíková  Jaroslav Vozár 《Environmental Earth Sciences》2016,75(20):1390

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Properties,durability and use of glauconitic Godula sandstones: a relatively less known building stone of the Czech Republic and Poland     

Martin Vavro  Leona Vavro  Petr Martinec  Kamil Souček 《Environmental Earth Sciences》2016,75(22):1437

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An autochthonous Avalonian basement source for the latest Ordovician Brenton Pluton in the Meguma terrane of Nova Scotia: U–Pb–Hf isotopic constraints and paleogeographic implications     

Duncan Keppie  J.  Gregory Shellnutt  J.  Dostal  Jaroslav  Fraser Keppie  D. 《International Journal of Earth Sciences》2018,107(3):955-969

International Journal of Earth Sciences - The Ediacaran–Ordovician Meguma Supergroup was thrust over Avalonia basement prior to the intrusion of post-Acadian, ca. 370 Ma, S-type...  相似文献   

Collapse of loess upon wetting   总被引：1，自引：0，他引：1  

Jaroslav Feda 《Engineering Geology》1988,25(2-4):263-269

Feda, J., 1988. Collapse of loess upon wetting. Eng. Geol., 25: 263–269.

The results of a series of tests conducted on loess samples from one locality, tested under the condition of confined and hydrostatic compression are presented and analyzed. The samples are of different water content and saturation and display different degrees of collapse upon wetting.

Based on the experimental results, a collapse surface is depicted and the phenomenon hypothetically generalized for other types of collapse. The structural collapse causes the mechanical behaviour of samples to be more uniform.

The effect of the hydrostatic stress conditions is reflected in the tendency of samples to deform isotropically, although, originally, they are anisotropic. The phenomenon of collapse cannot be explained by the principle of effective stresses.  相似文献