Analysis of aircraft measurements of momentum flux in the subcloud layer over the tropical atlantic ocean during gate

The momentum flux data obtained by the gust probe aboard the NOAA DC-6 aircraft during GATE are analyzed. Vertical profiles are obtained for Phases I and III and correlated with vertical wind velocity profiles using the geostrophic departure method. Reasonable agreement is obtained using the horizontal equations of motion with negligible advective acceleration. The vertical profiles of momentum flux and wind speed variance compare well with the numerical model results of Deardorff (1972) and Wyngaard et al. (1974). Vertical distributions of power spectra for vertical eddy motion and cospectra corresponding to the momentum flux components are obtained along with the height variation of the dominant length scales of vertical eddy motion and the dissipation rate of turbulence kinetic energy. When normalized by mixed-layer similarity, these results agree well with previous determinations in the boundary layer over tropical oceans and over land.     

Ein Kolorimeter für Freilanduntersuchungen

Summary In order to define the analysis of water with regard to its nutritive salts content (nitrogen, phosphate, iron) when carrying out determinations on the spot a simple apparatus is described. It consists of two glas-stubes with flat bottom in a wooden frame, one of them furnished with a mouthpiece on one side which is sealed to a syringe (used for various medical purposes). Fig. I. Into the tube with mouthpiece the standard-solution of known capacity is poured, into the other tube the sample to be tested. By rising and lowering the piston of the syringe the level of the liquid in the tube alters. By looking through the tubes against a white base-plate the same colour is achieved in both tubes by altering the level of the liquid. The readings of both tubes are taken down and the capacity of the sample to be tested is calculated. Concentration of standard-solution multiplied by height of standard-solution divided by height of the sample to be tested results in the concentration of sample to be tested.     

Nonlinear response of a moored buoy

The nonlinear dynamic analysis of a multipoint slack moored buoy is performed under the action of first and second order wave forces. The nonlinearity of the system is caused by the geometric nonlinearity of the mooring lines. The resulting nonlinear equation of motion is solved by an incremental time marching scheme. The nonlinear responses of the system are analysed to investigate different kinds of dynamic instability phenomena that may arise due to the nonlinearity of the system. As an illustrative example, a hollow cylindrical buoy anchored to the sea bed by means of six slack mooring lines is considered. The responses of the system are obtained and analysed for three regular waves namely, 5 m/5 s, 12 m/10 s and 18 m/15 s. The results of the study show that different kinds of instability phenomena like nT subharmonic oscillations, symmetry breaking bifurcation and aperiodic responses may occur in slack mooring systems. Further, a second order wave force may considerably influence the dynamic stability of such systems.     

Prominence Characteristics in 16th Activity Cycle

Digitization of the daily prominence sketches based on data from the global observational network of visual solar spectroscopes was performed for 1922–1934. More than 55000 prominences were distinguished. The results of analysis of distributions by area, height, and prominence location are presented. In addition, the prominence characteristics were compared to those obtained from more recent observations at the Kislovodsk Mountain Astronomical Station of Pulkovo Observatory. The distributions of prominence areas and heights are close to lognormal. The maximal height distribution corresponds to ~25–40 arcsecs. A second maximum also exists for prominence heights of ~70–90 arcsecs.     

Finite element analysis of reinforced embankment foundation

A finite element analysis of a reinforced embankment-foundation system has been conducted using a coupled formulation and elastoplasticity theory. Such important factors as type of reinforcement, the type of clay, depth of foundation and drainage condition affecting the system have been systematically investigated using appropriate constitutive models to depict various components of the system and material parameters of two typical soft clay deposits found in India. The displacements, reinforcement force and maximum heights of the embankments are among the aspects presented and discussed. It is shown that the effectiveness of the reinforcement is dependent on its stiffness and the shear strength of the clay deposit. The foundation depth has significant effect on the nature and magnitude of displacement, the reinforcement force and the height of embankment. Drainage conditions are shown to markedly influence the effectiveness of reinforcement. Copyright © 1999 John Wiley & Sons, Ltd.     

über ein Struktur-Experiment an einer Kugel und Beziehungen zwischen Gross-Lineamenten und Pol-Lagen in der Erdgeschichte

Zusammenfassung Ein Versuch mit einer rotierenden Schaumgummi- und Tonkugel wird beschrieben. Strukturelle Analogien zwischen dem beim Experiment auftretenden Schwächeflächen-Netz und gro\tektonischen Lineamenten werden besprochen; die Beziehungen solcher Lineamentmuster zur Lage des gleichalten Pols werden versuchsweise diskutiert.

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Summary An experiment with a rotating clay ball is being described. Comparisons between resulting ball-modell-structures and geological lineaments are tried and conclusions are discussed concerning relations between lineament-patterns and former situations of the poles of the Earth.

     

Star count of the North Galactic Pole region in theUBV colour bands

Astrophysics and Space Science -