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81.
82.
Benthic meiofauna community composition at polluted and non-polluted sites in New Zealand intertidal environments 总被引:1,自引:0,他引:1
Meiofauna composition was investigated for six field sites, including polluted and non-polluted sites, within two regions (Auckland and Bay of Plenty) during winter (July-August 2004) in the North Island of New Zealand. Physico-chemical parameters were measured during the sampling period and meiofauna distribution and abundance were compared with these measured parameters. Analysis of meiofauna abundance indicated that foraminiferans, nematodes and ostracods were the taxa that contributed to the variability between field sites within the Auckland region. However, no clear taxa dominance was seen in the Bay of Plenty region. Comparison of meiofauna abundance and physico-chemical parameters was done using multivariate analysis (PRIMER). However, no clear relationships between the parameters were observed in any field site in either region. The Shannon-Weiner index of diversity did not show any clear differentiation between polluted and non-polluted field sites. Therefore, from the present study, the taxa or physico-chemical parameters used could not effectively characterise pollution at the investigated field sites. 相似文献
83.
Many important areas of Quaternary deltaic sedimentation along the Brazilian coast are practically unknown in the geologic
literature, especially outside Brazil. Our studies show that these areas, previously considered as highly destructive wave-dominated
deltas of Holocene age, were affected by a wave-dominated phase during the Pleistocene, succeeded by highly constructive,
intralagoonal stage in the Holocene, in turn followed by wave-dominated deltaic sedimentation that continues until today.
The geologic evolution of these coastal plains is exemplified here by the Doce River mouth area, State of Espírito Santo,
where relative sea-level fluctuations during the Quaternary played an important role in the construction of the deltaic complex. 相似文献
84.
The turbulent motions responsible for ocean mixing occur on scales much smaller than those resolved in numerical simulations
of oceanic flows. Great progress has been made in understanding the sources of energy for mixing, the mechanisms, and the
rates. On the other hand, we still do not have adequate answers to first order questions such as the extent to which the thermohaline
circulation of the ocean, and hence the earth's climate, is sensitive to the present mixing rates in the ocean interior. Internal
waves, generated by either wind or flow over topography, appear to be the principle cause of mixing. Mean and eddy flows over
topography generate internal lee waves, while tidal flows over topography generate internal tides. The relative importance
of these different internal wave sources is unknown. There are also great uncertainties about the spatial and temporal variation
of mixing. Calculations of internal tide generation are becoming increasingly robust, but we do not know enough about the
subsequent behavior of internal tides and their eventual breakdown into turbulence. It does seem, however, that most internal
tide energy flux is radiated away from generation sites as low modes that propagate over basin scales. The mechanisms of wave-wave
interaction and topographic scattering both act to transfer wave energy from low modes to smaller dissipative scales.
This revised version was published online in August 2006 with corrections to the Cover Date. 相似文献
85.
The Hungtsaiping landslide was triggered by the Chi-Chi earthquake (Mw?=?7.6), which occurred on September 20, 1999 near the town of Chi-Chi in Nantou County in central Taiwan. The purpose of this study is to understand the relationship between geochemical characteristics and the landslide in the Hungtsaiping area. Water samples were collected from springs, creeks, ponds, groundwater and the Yonglu stream once every month from May 2008 to May 2009. Oxygen and hydrogen stable isotopes, ionic concentrations, electrical conductivities, and pH values were analyzed. The results show that the ionic concentrations display a significant spatial variation. For instance, calcium and magnesium bicarbonate-rich water was found on the top and the middle part of the slope. In addition, sodium bicarbonate-rich water with exceptionally high sulfate concentration was found on the foot of the slope. The sulfate content decreased with increasing elevation along the slope. Finally, a conceptual model was established by summarizing the hydrogeochemical analyses. After a scientific understanding of the mechanism of the Hungtsaiping landslide, all of the analytical information can be integrated for hazard prevention in the future. 相似文献
86.
87.
A new method for upscaling fine scale permeability fields to general quadrilateral-shaped coarse cells is presented. The procedure, referred to as the conforming scale up method, applies a triangle-based finite element technique, capable of accurately resolving both the coarse cell geometry and the subgrid heterogeneity, to the solution of the local fine scale problem. An appropriate averaging of this solution provides the equivalent permeability tensor for the coarse scale quadrilateral cell. The general level of accuracy of the technique is demonstrated through application to a number of flow problems. The real strength of the conforming scale up method is demonstrated when the method is applied in conjunction with a flow-based gridding technique. In this case, the approach is shown to provide results that are significantly more accurate than those obtained using standard techniques. 相似文献
88.
Three dimensional numerical simulation of residential building on shrink–swell soils in response to climatic conditions 下载免费PDF全文
Shrink–swell soils can cause distresses in buildings, and every year, the economic loss associated with this problem is huge. This paper presents a comprehensive system for simulating the soil–foundation–building system and its response to daily weather conditions. Weather data include rainfall, solar radiation, air temperature, relative humidity, and wind speed, all of which are readily available from a local weather station or the Internet. These data are used to determine simulation flux boundary conditions. Different methods are proposed to simulate different boundary conditions: bare soil, trees, and vegetation. A coupled hydro‐mechanical stress analysis is used to simulate the volume change of shrink–swell soils due to both mechanical stress and water content variations. Coupled hydro‐mechanical stress‐jointed elements are used to simulate the interaction between the soil and the slab, and general shell elements are used to simulate structural behavior. All the models are combined into one finite element program to predict the entire system's behavior. This paper first described the theory for the simulations. A site in Arlington, Texas, is then selected to demonstrate the application of the proposed system. Simulation results are shown, and a comparison between measured and predicted movements for four footings in Arlington, Texas, over a 2‐year period is presented. Finally, a three‐dimensional simulation is made for a virtual residential building on shrink–swell soils to identify the influence of various factors. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
89.
90.
Several temperature-depth profiles measured in Kasai and in Shaba provinces of Zaire using mining exploration boreholes exhibit a significant negative temperature gradient near the surface. This anomalous curvature which extends to 100–200 m depth could reflect the effect of variations in surface conditions. Applying the theory of heat conduction in a semi-infinite homogeneous medium, these profiles indicate a surface warming by 3–4°C. This warming is related to the effect of the environmental changes associated with the mining exploitation and the urbanization during the last 40–90 years. 相似文献