színmű 3 felvonásban, 4 képben - írta Szomory Dezső - rendező Lajthay Károly

Városi Szinház. Debreczen, 1913 május hó 16 -án pénteken: A szintársulet utolsó előadása. Varsányi Irén második vendég felléptével.Debreceni Egyetem Egyetemi és Nemzeti Könyvtá

színmű 3 felvonásban, 4 képben - írta Szomory Dezső - rendező Lajthay Károly

Városi Szinház. Debreczen, 1913 május hó 16 -án pénteken: A szintársulet utolsó előadása. Varsányi Irén második vendég felléptével.Debreceni Egyetem Egyetemi és Nemzeti Könyvtá

Perwujudan Entitas dan Identitas Bangsa Indonesia dalam Pembelajaran Abad 21 malalui Penerapan Profil Pelajar Pancasila

Penelitian ini membahas tentang Perwujudan Entitas dan identitas bangsa indonesia dalam pembelajaran abad 21 malalui penerapan profil pelajar pancasila, penelitian dilakukan di kelas IV SD Negeri 15 Kota Jambi. Penelitian ini merupakan penelitian kualitatif, sedangkan untuk pengumpulan data yang digunakan yaitu, Observasi, Wawancara, dan Dokumetasi. penelitian ini menunjukkan bahwa Entitas dan identitas bangsa indonesia dalam pembelajaran abad 21 yaitu Profil Pelajar Pancasila yang merupakan rumusan dari cita-cita pendidikan nasional yaitu berakhlak mulia, mandiri, bernalar kritis, kreatif, bergotong royong dan berkebhinnekaan global

The Newcomb-Benford Law in Its Relation to Some Common Distributions

An often reported, but nevertheless persistently striking observation, formalized as the Newcomb-Benford law (NBL), is that the frequencies with which the leading digits of numbers occur in a large variety of data are far away from being uniform. Most spectacular seems to be the fact that in many data the leading digit 1 occurs in nearly one third of all cases. Explanations for this uneven distribution of the leading digits were, among others, scale- and base-invariance. Little attention, however, found the interrelation between the distribution of the significant digits and the distribution of the observed variable. It is shown here by simulation that long right-tailed distributions of a random variable are compatible with the NBL, and that for distributions of the ratio of two random variables the fit generally improves. Distributions not putting most mass on small values of the random variable (e.g. symmetric distributions) fail to fit. Hence, the validity of the NBL needs the predominance of small values and, when thinking of real-world data, a majority of small entities. Analyses of data on stock prices, the areas and numbers of inhabitants of countries, and the starting page numbers of papers from a bibliography sustain this conclusion. In all, these findings may help to understand the mechanisms behind the NBL and the conditions needed for its validity. That this law is not only of scientific interest per se, but that, in addition, it has also substantial implications can be seen from those fields where it was suggested to be put into practice. These fields reach from the detection of irregularities in data (e.g. economic fraud) to optimizing the architecture of computers regarding number representation, storage, and round-off errors

Calcul du rabattement des nappes aquifères

The calculation of aquifer drawdown. A battery of seepage wells arranged along a curved or broken line can be replaced by a similarly aligned seepage ditch. The error thus introduced is small, except in the immediate vicinity of a well, and can be estimated. The two cases to be considered are uniform drawdown and uniform discharge conditions. Explicit formulae are given for open polygonal or circular lines, and sites near a lake or river. The equation for the equipotential lines is also given.Une batterie de puits filtrants disposés le long d'une ligne courbe ou brisée, peut être remplacée par une tranchée filtrante ayant la forme de cette ligne. L'erreur commise est faible, sauf au voisinage immédiat d'un puits, et peut être estimée. On peut distinguer le cas d'un rabattement uniforme et d'un débit uniforme. Des formules explicites sont données dans le cas de lignes polygonales ouvertes ou circulaires, et près d'un lac ou fleuve. L'équation des lignes isopiestiques est donnée.Irmay S. Calcul du rabattement des nappes aquifères. In: L'hydraulique souterraine. Compte rendu des sixièmes journées de l'hydraulique, Nancy, 28-30 juin 1960. Tome 1, 1961