The Dependence of Recruitment on Parent Stock in Different Groups of Fishes   总被引：1，自引：0，他引：1  

Cushing  D. H. 《ICES Journal of Marine Science》1971,33(3):340-362

  相似文献   

Relationship between Shot-Induced Noise and Shot Interval in Seismic Refraction Experiments at Sea     

Herber  R.  Weigel  W.  Wong  H. K. 《Marine Geophysical Researches》1997,19(3):257-265

Seismic noise induced by the seismic source during continuous profiling reduces the signal-to-noise ratio and hence the data quality. This noise is largely dependent on the shot interval. In this paper, the noise amplitude of refraction seismic records from a special experiment is analysed as a function of the shot interval. An empirical exponential relationship between mean peak noise amplitude and shot interval is deduced. By increasing the shot interval, the induced noise can be minimized on all successive records. This results in an improvement of the data, predominantly the signal-to-noise ratio. Because the seismic signal and the shot-induced noise have nearly the same spectra, the chance of improving the signal-to-noise ratio by stacking is significantly reduced.  相似文献   

Comparisons of cultured triploid and diploid Atlantic salmon(Salmo salar L.)   总被引：1，自引：0，他引：1  

O'Flynn  F. M.; McGeachy  S. A.; Friars  G. W.; Benfey  T. J.; Bailey  J. K. 《ICES Journal of Marine Science》1997,54(6):1160-1165

  相似文献   

Transverse vibrations of a rectangular cantilever plate with thickness varying in a discontinuous fashion     

R.E. Rossi  P.M. Belles  P.A.A. Laura  S. La Malfa  L. Ercoli  D. Pasqua 《Ocean Engineering》1996,23(3):271-276

A numerical solution is obtained for the title problem by means of the popular finite element method. An experimental investigation of the problem is also presented for plates of square planform. The agreement between theoretical and experimental values is very good in the case of the fundamental frequency, and reasonably good when the second and third normal modes of transverse vibration are considered. It is concluded that beneficial effects are obtained in the sense that one generates a lighter structural element with higher fundamental frequency of transverse vibration. Hence, dynamic stiffening is achieved.  相似文献   

The thermohaline fields and currents measured in the sub-arctic frontal zone of the Pacific Ocean     

V. I. Byshev  A. D. Shcherbinin 《Physical Oceanography》1995,6(4):263-271

Based on the MEGAPOLYGON data, it is shown that the large-scale elements of the thermohaline structure and the fields of currents in the baroclinic layer (down to 1200 m) are well coordinated. The circulation has a two-layer structure with a transitory layer at a depth of 1200 m. The topography of the isopycnic surface of the layer's core is formed under the influence of small-scale and mesoscale processes which realize the trans-frontal exchange.Translated by Mikhail M. Trufanov.  相似文献   

Recent changes in the winter distribution and movements of northern Atlantic cod (Gadus morhua Linnaeus, 1758) on the Newfoundland-Labrador Shelf     

Kulka  David W.; Wroblewski  J. S.; Narayanan  Savi 《ICES Journal of Marine Science》1995,52(6):889-902

  相似文献   

The environmental management of shipping     

Hance D Smith 《Marine Policy》1995,19(6)

The environmental management of shipping requires systematic consideration of the geography of shipping routes, ship types and cargoes, and environments which can form the basis of a classificatory approach to Environmental Impact Assessment (EIA). Beyond this, effective environmental management depends in the first instance upon sound information management including monitoring of the environment, surveillance of shipping and information technology, followed by information assessment including, in particular, risk and environmental impact. The general management dimension includes co-ordination of technical management and organisational aspects related to shipping. It is suggested that effective environmental management of shipping may depend upon a regionalisation of the marine environment for EIA purposes akin to that found in the loadline rules, together with rationalisation of the increasing number of special areas in existence or proposed for this purpose. EIA will have to become an integral part of the overall management system in the shipping industry.  相似文献   

The study of intermittent hydrophysical fields in the vicinity of the frontal zone     

I. D. Bakanov  A. S. Borisov  A. M. Kudin 《Physical Oceanography》1993,4(2):163-168

CTD data provided by the MGI-4204 and MARK-III probes are used to study the quasistationary subpolar front structure in the north-western Sea of Japan. In order to provide further insights into the intermittent scalar hydrophysical fields, the method of inhomogeneity identification using temperature pulsations calculated by the moving interval is suggested. The experimentally-derived inhomogeneity distribution is satisfactorily approximated by the exponential law.Translated by V. Puchkin.  相似文献   

Submersible observations of an iceberg pit and scour on the Grand Banks of Newfoundland     

J. V. Barrie  C. F. M. Lewis  D. R. Parrott  W. T. Collins 《Geo-Marine Letters》1992,12(1):1-6

An elongated sea bed depression (pit), 80 by 125 m and 10 m deep located on the Grand Banks of Newfoundland was identified on high resolution surficial geophysical survey lines and investigated using a manned submersible. The pit occurs at the termination of a long (greater than 3 km) iceberg scour, 1.5 m deep, and 80 m wide in 91 m of water. It is similar to other depressions in the region that indent the sea bed up to seven times deeper than the surrounding deepest iceberg furrows. The pit is interpreted to be the sea bed response to impact and loading by a rolling and grounding iceberg. The iceberg scour and pit appear to be of recent origin.  相似文献   

Dynamic response of dolos armor units to drop test impact loads     

B.T. Rosson  J.W. Tedesco 《Ocean Engineering》1992,19(6)

Dolos concrete units have been used extensively throughout the world for the protection of shorelines and rubble structures. A three-dimensional finite element model is used to determine the states of dynamic stress in dolosse with varying dimensions and concrete properties. An analytical procedure is developed which accurately predicts the tensile stress in the shank and horizontal fluke of dolosse subject to drop test loading conditions Numerical examples are presented which illustrate the application of prediction and iso-stress equations.  相似文献