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941.
冻融条件下土壤中水盐运移规律模拟研究 总被引:16,自引:0,他引:16
冻融作用是土壤盐碱化独特的形成机制,冻融条件下土壤中盐分迁移是水分对流、浓度梯度、温度梯度、不同溶质、土壤结构及质地等因素作用下的综合结果,温度是导致土壤中水分与盐分迁移的驱动力。在土壤冻融过程中,水分和盐分的两次迁移过程构成了特殊的水盐运动规律。在冻融过程中,土壤剖面结构发生变异,形成冻结层、似冻结层和非冻结层。冻结带土水势降低导致水分不断向冻层迁移,冻结缘以下的盐分同步向上运移,整个冻层的土壤含盐量明显增加;在融化过程中,随着地表蒸发逐渐强烈,使冻结过程中累积于冻结层中的盐分,转而向地表强烈聚集,使表层的盐分含量急剧上升。当冻结层未融通之前,尚未融化的冻层起到隔水的作用,不但阻止顶部融水向下层渗透,而且隔断了与下层水的联系。模拟实验结果充分证明了中国北方冻融区域土壤盐碱化的发生过程,为有效防治土壤盐碱化提供了理论依据。 相似文献
942.
943.
强矿震地球物理过程及短临阶段预测的研究 总被引:5,自引:0,他引:5
基于中尺度地震实验场高密度数字地震和前兆台网对抚顺老虎台矿两次强矿震进行连续的现场观测,用地震学方法和小波工具分析强矿震孕震过程采集到的数据,提取短临阶段的异常信息;用区域强震震源机制解、强矿震的震源机制解、极近场震源调查、震源高精度定位、现场绝对地应力测量、三维有限差分数值试验方法,分析强矿震的孕震应力场环境和震源机制;通过定量观察采矿与矿震活动的相关性,分析强矿震的直接诱发原因.提出地质构造环境、地应力场和采矿活动共同作用诱发强矿震的机理和局部应力场在孕育该震过程起主导作用、卸荷重力应力场抑或耦合了高压瓦斯的膨胀起主要诱发作用的观点;发现煤炭深部开采条件下,矿震和瓦斯存在密切的相关性,有可能存在一种开采卸荷和高压瓦斯气体膨胀耦合作用诱发的新型矿震——卸胀耦合型矿震;提取到震前短临阶段存在的b值、η值、频次、波速比等可信的地震学异常和定点潮汐形变前兆异常,对异常信息的提取方法和强矿震短临阶段的预测进行了探讨. 相似文献
944.
The physical structures of snow and sea ice in the Arctic section of 150°-180°W were observed on the basis of snow-pit, ice-core, and drill-hole measurements from late July to late August 2010. Almost all the investigated floes were first-year ice, except for one located north of Alaska, which was probably multi-year ice transported from north of the Canadian Arctic Archipelago during early summer. The snow covers over all the investigated floes were in the melting phase, with temperatures approaching 0℃ and densities of 295-398 kg/m3 . The snow covers can be divided into two to five layers of different textures, with most cases having a top layer of fresh snow, a round-grain layer in the middle, and slush and/or thin icing layers at the bottom. The first-year sea ice contained about 7%-17% granular ice at the top. There was no granular ice in the lower layers. The interior melting and desalination of sea ice introduced strong stratifications of temperature, salinity, density, and gas and brine volume fractions. The sea ice temperature exhibited linear cooling with depth, while the salinity and the density increased linearly with normalized depth from 0.2 to 0.9 and from 0 to 0.65, respectively. The top layer, especially the freeboard layer, had the lowest salinity and density, and consequently the largest gas content and the smallest brine content. Both the salinity and density in the ice basal layer were highly scattered due to large differences in ice porosity among the samples. The bulk average sea ice temperature, salinity, density, and gas and brine volume fractions were-0.8℃, 1.8, 837 kg/m3 , 9.3% and 10.4%, respectively. The snow cover, sea ice bottom, and sea ice interior show evidences of melting during mid-August in the investigated floe located at about 87°N, 175°W. 相似文献
945.
为探讨Ca2+、Mg2+、盐度对凡纳滨对虾体内代谢酶的相对独立作用和相互影响,进而为提高凡纳滨对虾生长力和免疫力提供理论依据,本实验采取L49(78)安排7水平Ca2+、Mg2+、盐度,L8(27)安排2水平Ca2+、Mg2+、盐度,开展60 d凡纳滨对虾(Litopenaeus vannamei)养殖试验,通过比较对虾体内消化酶、ATP酶及免疫类酶的活性以分析Ca2+、Mg2+、盐度对凡纳滨对虾生长力和免疫力的影响。结果表明:水体中Ca2+、Mg2+、盐度对消化酶具有显著影响(P<0.05),其中与对虾消化吸收联系最紧密的蛋白酶中,盐度对胃蛋白酶影响显著,盐度为10时酶活最高,Ca2+、盐度对类胰蛋白酶影响显著,Ca2+为200 mg/L,盐度为20时,酶活最高;Ca2+、Mg2+、盐度对ATP酶具有显著影响(P<0.05),其中对Na+-K+-ATP酶都有显著影响,Ca2+为300 mg/L,Mg2+为500 mg/L,盐度为30时酶活最高,Ca2+、Mg2+对Mg2+-ATP酶具有显著影响,Ca2+为200 mg/L,Mg2+为500 mg/L时酶活最高,Ca2+对Ca2+-ATP酶具有显著影响,Ca2+为200、300 mg/L时酶活最高;Ca2+、Mg2+、盐度对凡纳滨对虾体内免疫酶具有显著影响(P<0.05),Ca2+、Mg2+、盐度对ACP都有显著影响,Ca2+为100 mg/L,Mg2+为150 mg/L,盐度为30时酶活最高,Mg2+对AKP具有显著影响,在150 mg/L时酶活最高,Ca2+、盐度对SOD酶活具有显著影响,Ca2+为100 mg/L,盐度为35时酶活最高;Ca2+、Mg2+、盐度间的交互作用对体内代谢酶也有一定影响。 相似文献
946.
Tidal levels and currents in the Tongan region of the Pacific were simulated using a two-dimensional frequency-domain finite element model. The eight major diurnal and semidiurnal tidal constituents were modeled successfully, using open boundary conditions taken from a global tidal model based on the Topex/Poseidon satellite altimeter. Comparison of model results with observations from the single tide gauge site in the area were later used to adjust the boundary conditions. The validity of omitting horizontal eddy viscosity from the finite element model was checked by running an equivalent finite difference model. The results show that although the submarine Tongan ridge does not appear to trap tidal energy, there are residual tidal currents and possible recirculations which are capable of influencing biological productivity around Tonga. The model results are reduced to a simple method for predicting tidal heights in outlying areas, based only on the tidal calendar for the capital, Nuku'alofa. 相似文献
947.
G. A. Papadopoulos L. I. Lobkovsky R. Kh. Mazova I. A. Garagash V. Karastathis L. Yu. Kataeva 《Marine Geodesy》2013,36(4):315-331
Numerical modeling of a landslide process at the continental slope by taking into account slope parameters is performed for the tsunami event of February 7, 1963, reported in the Corinth Gulf, central Greece. A layered sediment structure was considered, and an initial external dynamic action at the landslide process was introduced. The results obtained were quite consistent with the observational runup data as well as with the results arrived at by conventional rigid-body and viscous-fluid models. However, this approach permits to describe in detail the formation of several wave groups and particular tsunami characteristics that are strongly dependent on the landslide model. 相似文献
948.
The circulation and salinity distribution in the Hooghly Estuary have been studied by developing a two‐dimensional depth‐averaged numerical model for the lower estuary, where the flow is vertically well mixed. This has been coupled with a one‐dimensional model for the upper estuary, where the flow is assumed to be unidirectional and well mixed over the depth and breadth. The Hooghly River receives high freshwater discharge during the monsoon season (June to September), which has significant effect on the salinity distribution in the estuary. The model‐simulated currents, elevations, and salinities are in good agreement with observations during the dry season. However, during the wet season the computed salinities seem to deviate slightly from the observed values. 相似文献
949.
Jie Yuan 《Marine Georesources & Geotechnology》2013,31(7):783-800
AbstractReliability analyses of nail pullout, nail-in-tension, and system reliability of internal limit states are presented for both permanent and temporary soil nails that are designed using default Federal Highway Administration nail load and resistance models within traditional deterministic allowable stress design (ASD) framework. The model uncertainty, correlations between soil strength parameters, between model factor, and nominal load term, and between the two internal limit states, and influence of model factor fittings are all addressed in the analyses. This study provides a general idea of the reliability that is implicitly embedded in current ASD-based soil nail internal limit state designs. 相似文献
950.
Abstract Laboratory tests were conducted on compacted marine sediments to study the effect of salt concentration of permeating fluid on its permeability characteristics. Deep sea sediment samples were collected from water depths varying from 3700 to 4500 m off Mauritius coast. Liquid limit and plasticity index varied widely from 45 to 75 and 10 to 35, respectively. Permeability was found at different void ratios with distilled water and 0.2, 0.4, and 0.8 N NaCl solutions as permeating fluid. It was found that permeability increases with an increase in salt concentration for a given void ratio. This is explained by diffused double layer theory. Also, the rate of increase in permeability decreases with increase in salt concentration. The effect of salt concentration seemed to be less at higher void ratios. 相似文献