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151.
152.
For many years, information on the solar mean magnetic field (SMMF) of the Sun—an important heliophysical and astrophysical parameter—was restricted to magnetographic measurements in only one spectral line, FeI λ525.02 nm. More informative observations of the Stokes-meter parameters of the SMMF were first initiated on a regular basis at the Sayan Solar Observatory. The availability of I and V data obtained simultaneously in several spectral lines has made it possible to study fundamentally new physical problems. In this paper, based on a comparison of SMMF observations in several spectral lines, we find high correlations in the data and important systematic differences in the magnetic-field strength B, which we interpret as a manifestation of kilogauss magnetic fields in fine-structure magnetic elements. Results of theoretical modeling of the SMMF strength ratios for the FeI λ525.02 nm-FeI λ524.70 nm and FeI λ630.15 nm-FeI λ630.25 nm lines are presented. The asymmetries of the V profiles of four lines near the FeI λ525.02 nm line are examined; these lines are important diagnostics for studies of small-scale dynamical processes. The Sayan Solar Observatory SMMF measurements are in good consistency with the Wilcox Solar Observatory data for 2003: for a comparison of N = 137 pairs of points in the two data sets, the correlation coefficient ρ is 0.92 for the linear regression between the datasets BWSO = 0.03(±0.05) + 0.93(±0.03)BSSO. 相似文献
153.
The results of the electromagnetic studies, obtained on the North Pole drifting stations, are reviewed. These results are
still of current interest. The aspects of similar future works are discussed. 相似文献
154.
S. A. Matsievskii 《Seismic Instruments》2012,48(3):282-284
The modernization methods and tools, which may make an ordinary seismometer the unique instrument, are analyzed. 相似文献
155.
Résumé La formule de base, traduisant une propriété analytique d'une classe très générale de fonctions, est un corollaire du théorème fondamental démontré dans un mémoire précédent, d'après lequel, étant donnés une fonction continue,p(, ,t) des points (, ) d'une surface régulière fermée et du temps et le champ
d'un vecteur vitesse de transfert ou d'advection tangent à et ayant des lignes de flux fermées et régulières, il existe un opérateur spatial, linéaire, non singulierA tel que la fonctionA(p+Const.) soit purement advective par rapport a
(sans creusement ni comblement). Ce théorème peut être exprimé par l'équation
, où
est un opérateur spatial, linéaire et non singulier, fonction deA.La détermination de
peut être faite, soit en comparant deux formes différentes de la solution générale de l'équation en
, soit en utilisant un raisonnement a priori très simple. On arrive ainsi au résultat
pour un certain scalaireu(, ).Dans le cas oùp(, ,t) est la perturbation de la pression sur la surface du géoïde l'équation
résulte aussi, comme nous l'avons montré dans le mémoire précédent, de notre théorie hydrodynamique des perturbations. On montre ici que la même équation peut encore être déduite de l'équation de continuité associée à la condition d'équilibre quasi statique selon la verticale.Comme applications de la formule de base (solution générale de l'équation enM), on étudie les problèmes suivants: 1o creusement et comblement en général; 2o creusement et comblement des centres et des cols; 3o mouvement des centres et des cols; 4o instabilité d'un champ moyen; 5o propriétés spatiales des champsp(, ,t) et des vecteurs d'advection
analytiques.Après une discussion des erreurs de la prévision d'un champp(, ,t) par la formule de base, du fait des erreurs des observations et du fonctionnement du calculateur, on examine quelques particularités du transfert ou advection d'un champf
0(, ) par le vecteur
. Enfin, le dernier chapitre du mémoire donne des éclaircissements complémentaires sur la structure du calculateur électronique «Temp» (qui effectue automatiquement les opérations mathématiques de la formule de base) et expose l'état actuel de sa construction.
Summary The basic formula, expressing an analytical property of a very general class of functions, is a corollary of the fundamental theorem, proved in a previous paper, according to which, given a functionp(, ,t) of the points (, ) of a closed regular surface and of the time, and a transfer or advection velocity vector tangent to and having regular closed streamlines, there is a spatial, linear, non singular operatorA such thatA(p+const.) is a purely advective function in respect to (no deepening). This theorem can be expressed by the equation where is a spatial, linear, non singular operator depending onA.The determination of can be attained, either by the comparison of two different forms of the general solution of the -equation, or by a simple a priori reasonning. The conclusion is thus reached that for a certain scalaru(, ).Whenp(, ,t) is the pressure perturbation at sea level, it was shown, in the preceding paper, that the equation can also be derived from our hydrodynamical perturbation theory. We now show that for this particular case, the same equation is also a consequence of the equation of continuity together with the condition of quasi statical vertical equilibrium.The following problems are then analysed by means of the basic formula: 1o deepening and filling in general; 2o deepening and filling of the centres and cols; 3o motion of the centres and cols; 4o instability of a mean field; 5o spatial properties of the analytical fields and advection vectors .The errors in the forecast of a field,p(, ,t) by means of the basic formula, due to the observational and computational errors, are discussed, and some peculiarities of the transfer or advection of a fieldf 0(, ) by are examined. Finally, complementary points are disclosed on the structure of the electronic computer «Temp» which performs automatically the mathematical operations of the basic formula, and a brief report is given of the present state of its construction.相似文献
156.
Shabbir A. S. Sayed 《Ground water》1984,22(2):148-153
In order to understand the flow pattern around a pumping well partially penetrating a vertically extensive aquifer, a specially designed pumping test was carried out in Pakistan. In this paper salient features of the test have been described. The spatial distributions of drawdown have been shown graphically. Some of the preliminary conclusions made from the drawdown pattern include:
- • The distance beyond which the flow is likely to be horizontal increases with decrease in the degree of aquifer penetration.
- • In equidistant observation wells open at different depths, (1) the drawdowns tend to merge at larger times, provided the observation point is located within the screened section of the aquifer; (2) the less the depth of penetration is, the earlier the drawdowns start merging; and (3) the initial rate of drawdown near the aquifer top is slow but catches up with time to exceed those at deeper points.
157.
Structural controls of lode-gold mineralization by mafic dykes in late-Paleozoic granitoids of the Kochkar district, southern Urals, Russia 总被引:2,自引:0,他引:2
A. F. M. Kisters F. M. Meyer S. E. Znamensky I. B. Seravkin R. G. W. Ertl A. M. Kosarev 《Mineralium Deposita》2000,35(2-3):157-168
The Kochkar gold district in the East Uralian Zone of the southern Urals is located in late-Paleozoic granite gneisses of
the Plast massif. Gold mineralization is associated with tabular quartz lodes that are preferentially developed along the
margins of easterly trending mafic dykes. Fabric development indicates that dykes had a profound influence on the development
of shear zones in granitoids. ENE- and SE-trending dykes have been reactivated as dextral and sinistral oblique strike-slip
shear zones, respectively, forming a set of approximately conjugate shear zones related to the Permian, regional-scale E-W
directed shortening. Dyke-shear zone relationships in the Plast massif are the result of strain refraction due to the presence
of biotite-rich, incompetent dykes in more competent granite-gneisses. Deformation and the formation of associated gold-quartz
lodes occurred close to peak-metamorphic, upper-greenschist to lower-amphibolite facies conditions. Strain refraction has
resulted in partitioning of the bulk strain into a component of non-coaxial mainly ductile shear in mafic dykes, and a component
of layer-normal pure shear in surrounding granitoids where deformation was brittle-ductile. Brittle fracturing in granitoids
has resulted in the formation of fracture permeabilities adjacent to sheared dykes, that together with the layer-normal dilational
component, promoted the access of mineralizing fluids. Both ore-controlling dykes and gold-quartz lodes were subsequently
overprinted by lower greenschist-facies, mainly brittle fault zones and associated hydrothermal alteration that post-date
gold mineralization.
Received: 15 October 1998 / Accepted: 18 August 1999 相似文献
158.
Analysis of reservoir water quality using fuzzy synthetic evaluation 总被引:12,自引:0,他引:12
R.-S. Lu S.-L. Lo J.-Y. Hu 《Stochastic Environmental Research and Risk Assessment (SERRA)》1999,13(5):327-336
A general methodology for fuzzy synthetic evaluation is developed and illustrated with a case study of trophic status assessment
for Fei-Tsui Reservoir in Taiwan. The historical data base was collected from the management agency of Fei-Tsui Reservoir
from 1987 to 1996. In fuzzy synthetic evaluation, the classification is determined by a matrix operation of the weighted vector
with the fuzzy evaluation matrix. After all individual membership functions of evaluated factors have been determined, the
fuzzy evaluation matrix can be established. The weighted vector is determined by the analytic hierarchy process method (AHP).
The results of this investigation show that the long-term change of water quality and the overturn phenomena cannot be observed
with the Carlson index from 1987 to 1992 but is expressed by fuzzy synthetic evaluation. Fuzzy synthetic evaluation is better
suited than the Carlson index to rating the trophic status of self-sustaining lakes. Interpretation of the results can provide
valuable information to decision makers and aid reservoir management. 相似文献
159.
160.