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1.
S. Abarghoei A. Hedayati R. Ghorbani H. K. Miandareh T. Bagheri 《International Journal of Environmental Science and Technology》2016,13(7):1753-1760
This study aimed to compare histopathological effect of waterborne silver nanoparticles and silver salt (AgNO3) on the gills and liver of Carassius auratus. Therefore, one hundred and five live specimens of goldfish were obtained and treated in five aquariums with 0, 0.01, 0.025, 0.05, and 0.1 ppm of AgNO3 and 0, 0.1, 0.5, 1, and 5 ppm of Ag nanoparticles (mean particle size of 5 nm). Fish were sampled after 14 days of exposure. Results showed that the kinds of pathologies observed with Ag NPs were broadly of the same type as AgNO3 including hyperplasia, edema and lifting of the gill epithelium, and lamellar fusion of the gills, and hemosiderosis, hemorrhage, hydropic swelling, and pyknotic nuclei of the liver. Overall, the data showed that although Ag nanoparticles and AgNO3 pathology were similar, but Ag nanoparticles caused less injury than AgNO3 in the gills and liver of goldfish. Therefore, it is more proper to use nanoform of Ag in industrials. 相似文献
2.
H. Hedayati Kh. 《Experimental Astronomy》2017,43(2):189-199
A large distance between true and reconstructed core locations of an extensive air shower (EAS) may result in great systematic mis-estimation of EAS parameters. The reconstruction of those EASs whose core locations are outside the boundary of a surface array (outside EAS (OEAS)) results in a large distance of the reconstructed core location from the true one, especially when the true core is far outside the array. Although it may not be mentioned, the rejection of OEASs is a necessary and important step in the reconstruction procedure of an EAS. In this paper, an existing technique is optimized for the rejection of OEASs. The simultaneous use of this technique and a recently developed approach for reconstructing the core location of an EAS can significantly increase the sensitive area of a surface array. 相似文献
3.
The shift to building capacity and the loss of regional equilibrium may undermine service delivery and create a hardness issue for governmental and non-governmental organizations. Different countries follow different frameworks for regional equilibrium to evaluate the results of their actions. To achieve good regional equilibrium, we have performed a comparative analysis between the 10 existing frameworks and put 5 main criteria along with 60 sub-criteria in a checklist. We examined the method of measuring these components with the help of various indicators and to distribute weight between these indicators, we consulted experts. Finally, Iran is discussed with examples of direct indicators that may be used to measure the sub-criteria of each specific criterion. The quantification process is also shown by several specific representative indicators. For example, Mobile phones to the population, general practitioners per population, health and social employees to the population. Researchers, policy-makers, decision-makers, and decision takers, are those who can use the method studied in this study to assess the level of regional equilibrium in their country specifically and according to the environmental conditions and the current situation in the region.
相似文献4.
Mahsa H. Kashani Mohammad Ali Ghorbani Yagob Dinpasho Sedaghat Shahmorad Zbigniew W. Kundzewicz 《Water Resources》2017,44(4):568-578
Although the Volterra models are non-parsimonious ones, they are being used because they can mimic dynamics of complex systems. However, applying and identification of the Volterra models using data may result in overfitting problem and uncertainty. In this investigation we evaluate capability of different wavelet forms for decomposing and compressing the Volterra kernels in order to overcome this problem by reducing the number of the model coefficients to be estimated and generating smooth kernels. A simulation study on a rainfall?runoff process over the Cache River watershed showed that the method performance is successful due to multi-resolution capacity of the wavelet analysis and high capability of the Volterra model. The results also revealed that db2 and sym2 wavelets have the same high potential in improving the linear Volterra model performance. However, QS wavelet was more successful in yielding smooth kernels. Moreover, the probability of overfitting while identifying the nonlinear Volterra model may be less than the linear model. 相似文献
5.
Jahangoshai Rezaee Mustafa Yousefi Samuel Eshkevari Milad Valipour Mahsa Saberi Morteza 《Stochastic Environmental Research and Risk Assessment (SERRA)》2020,34(1):201-218
Stochastic Environmental Research and Risk Assessment - Organizations are continuously endeavoring to provide a healthy work environment without any incident, by Health, Safety, and Environment... 相似文献
6.
Anomalous compressional to shear wave velocity ratios seem to have occurred shortly before microearthquakes recorded during a survey of the region of Teheran, Iran. Furthermore, the time durations of these changes have the same dependence on the subsequent magnitude as similar changes found elsewhere in the world. 相似文献
7.
Ardavan Izadi Mahsa Nazemi Sabet Soumehsaraei Ali Ghorbani 《Marine Georesources & Geotechnology》2013,31(10):1163-1174
AbstractBy application of the limit equilibrium method associated with Coulomb failure mechanism, the effect of variation of undrained shear strength with depth on seismic bearing capacity was evaluated. The approach followed in this study to take into account seismic forces is pseudo-static. It is also assumed that the occurrence of an earthquake does not have any effects on the values of soil cohesion. Two different marine soil deposits exhibiting linear and bilinear variations of undrained shear strength with depth were considered. The undrained bearing capacity factor has been computed as a function of dimensionless parameters of λ1B/c0, λ2B/c0, and Zt/B. The results of this paper have been compared with solutions reported in the literature, and the consistency of the results confirmed the ability of Coulomb failure mechanism and its corresponding limit equilibrium method formulation in static condition. Furthermore, the pseudo-static bearing capacity of shallow foundations on heterogeneous marine deposit is addressed. Finally the results of this study presented in the form of table and design charts. 相似文献
8.
In this paper, an upper bound estimate of the limit load on non-associative coaxial granular materials is presented. The kinematic approach of the upper bound limit analysis has been utilised. The failure mechanism is assumed to coincide with the direction of the shear bands at every point throughout the body. The shear band orientation in non-associative coaxial materials, i.e. those with the same major principal stress and major principal strain increment directions, can be found based on the angle of dilation and the major principal stress direction. Therefore, having known the stress field at limiting equilibrium, the orientation of the shear bands and hence, the failure mechanism can be obtained. In this study, the stress field is first determined by the method of stress characteristics. Then, the finite element interpolation technique is used to interpolate the stress field and to find the orientation of the shear bands at every point within the field. Once the failure mechanism and the stress state at every point along velocity discontinuities have been found, the upper bound limit analysis has been performed to estimate the limit load. 相似文献
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10.
Mahsa Hasanpour Kashani Mohammad Ali Ghorbani Yagob Dinpashoh Sedaghat Shahmorad 《Natural Resources Research》2014,23(3):341-354
This study evaluates the performances of two distinct linear and non-linear models for simulating non-linear rainfall–runoff processes and their applications to flood forecasting in the Navrood River basin, Iran. Due to the excellent capacity of the artificial neural networks [multilayer perceptron (MLP)] and Volterra model, these models were used to approximate arbitrary non-linear rainfall–runoff processes. The MLP model was trained using two different training algorithms. The Volterra model was applied as a linear model [the first-order Volterra (FOV) model] and solved using the traditional ordinary least-square (OLS) method. Storm events within the Navrood River basin were used to verify the suitability of the two models. The models’ performances were evaluated and compared using five performance criteria namely coefficient of efficiency, root mean square error, error of total volume, relative error of peak discharge, and error of time for peak to arrive. Results indicated that the non-linear MLP models outperform the linear FOV model. The latter was ineffective because of the non-linearity of the rainfall–runoff process. Moreover, the OLS method is inefficient when the FOV model has many parameters that must be estimated. 相似文献