Zonal anisotropies are usually simply defined as those that are not geometric (i.e., that cannot be removed by an affine transformation). Such anisotropies have often been associated with zonations and models have been proposed to reflect that association. It is shown by example that such models can lead to noninvertible coefficient matrices in kriging systems, because the models are only (conditionally) semidefinite instead of positive definite. The relationship to the construction used in turning bands algorithm and also to spatial-temporal models is discussed. 相似文献
In 1995, Sydney Water Corporation undertook an ecological and human health risk assessment for 10 sewage treatment plants (STPs) that discharge primary (6 STPs) and secondary (4 STPs) treated effluents into coastal waters in the Sydney and Illawarra regions, NSW, Australia. A program of toxicity testing of effluent from the 10 STPs was undertaken to determine the toxic effects of the effluents and as a weight-of-evidence study for the risk assessment.
Three types of bioassays were used to test multiple samples of effluent from each STP. Tests used were the sea urchin (Heliocidaris tuberculata) fertilization and larval development bioassays and the amphipod (Allorchestes compressa) survival bioassay.
Comparing between STPs, primary treated effluent was slightly more toxic than secondary treated effluent for all three tests. The highest toxicity was recorded for those STPs that use primary treatment and discharge to the shoreline. Comparing between tests, the sea urchin fertilization bioassay was slightly more sensitive than the sea urchin larval development bioassay, with the amphipod survival bioassay being the least sensitive.
This paper will describe the results of this toxicity testing program and discuss the application of the study results as weight-of-evidence for the risk assessment study. 相似文献
The distribution of wave height in front of a vertical breakwater, the range of wave pressure fluctuation at different subsurface levels, and the wave periods have shown that they are practically invariable with depth and can be determined theoretically. The distribution of crest and trough of total pressures is the same as that of wave height. As far as different subsurface levels are concerned, the spectral constitution of wave pressure field and the regularity of attenuation of spectral components are analyzed at the vertical breakwater, and a new expression describing the equilibrium range of wave pressure spectrum obtained. 相似文献