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131.
对甘肃武山县鸳鸯镇鸳鸯玉的地球化学特征和宝石学特征进行的鉴定、分析和研究表明,鸳鸯玉是富镁铁的辉橄岩经岩浆期后多期热液的叠加蚀变(主要为蛇纹石化)形成的蛇纹岩;鸳鸯玉的主要矿物成分为蛇纹石,且多为叶蛇纹石,含有少量的透闪石、滑石、白云石,还有一定量的金属矿物,如磁铁矿、褐铁矿和水镍矿等。该玉石呈较深的灰绿色和墨绿色,质地细腻,可用于制作"夜光杯"和玉碗等工艺品。鸳鸯玉矿区交通方便,矿石开采成本低,是具有良好开发前景的玉石资源。  相似文献   
132.
模拟酸雨对东北地区农作物生长、生理及品质的影响   总被引:1,自引:0,他引:1  
通过模拟试验,研究不同pH模拟酸雨胁迫对农作物(小白菜)生长、生理及品质的影响,量化不同pH酸雨对小白菜的影响程度。试验结果表明:小白菜植株受害与pH密切相关,酸性越强,胁迫影响越显著,受害程度越重。随着酸雨酸性增强,小白菜生长受抑,生物量、株高等明显降低,食部鲜质量、干质量受影响程度比根部鲜质量、干质量大。在酸雨胁迫下,小白菜游离氨基酸总量、可溶性糖、可溶性蛋白质和维生素C含量均出现不同程度的降低,且酸性越强,受影响幅度越大,弱酸条件下可在一定程度上促进营养物质的合成。酸雨可抑制叶绿素类与类胡萝卜素合成,影响光合作用,最终导致产量降低、品质下降。  相似文献   
133.
This paper presents numerical investigation on the ore-forming fluid migration driven by tectonic deformation and thermally-induced buoyancy force in the Chanziping ore district in South China. A series of numerical scenarios are considered to examine the effect of meteoric water precipitation, the dip angle of the faults, unconformity surface, and thermal input on the ore genesis. Our computations reveal that the downward basinal fluid flow driven by extensional stress mixes with the upward basal fluid driven by the thermal input from depth at the junction of two faults at a temperature of about 200 C, triggering the precipitation of the Chanziping uranium deposit.  相似文献   
134.
In this study, the vegetation dynamics in Heilongjiang province and their relationships with climate variability were assessed using normalized difference vegetation index (NDVI) and meteorological datasets from 1981 to 2003. The conclusions from our results are as follows: (1) After 1981, vegetation cover, as indicated by the NDVI, exhibited an insignificant increasing tendency. However, the inter-annual variations of the NDVI showed apparent spatial differentiations. (2) The inter-annual changes of the NDVI were different from season to season. The spring and autumn NDVI values increased, while the summer and winter NDVI decreased. (3) The annual NDVI was significantly correlated with precipitation. Thus, as compared to temperature, precipitation was the dominant climatic factor affecting the vegetation dynamics in Heilongjiang province. (4) The trend in the NDVI showed a marked homogeneity corresponding to regional and seasonal variations in climate. Additionally, land use changes also play an important role in influencing the NDVI trends over some regions. All of these findings will enrich our knowledge of the natural forces that impact the stability of boreal ecosystems and provide a scientific basis for the environmental management in Heilongjiang province in response to climate change and human activities.  相似文献   
135.
武海洋  王慧  樊菊 《海洋测绘》2011,31(2):24-27
针对NeighShrink滤波算法存在的不足,提出了改进的阈值估计策略和系数收缩方案,并将改进算法与静态小波变换相结合进行图像滤波,取到了较好的滤波效果.实验验证了改进算法的有效性,以峰值信噪比PSNR作为客观评价指标,通过与经典方法的比较,对该算法的滤波性能做出了客观评价.  相似文献   
136.
The Guantan landslide, with a total displaced mass of about 468 × 104 m3, was triggered by the 2008 Wenchuan earthquake and succeeding rainfall in Jushui Town, Sichuan Province, China. The landslide occurred on an anti-dip hard rock slope with a weak rock founding stratum of 200 m in thickness. To investigate the failure mechanism of the Guantan landslide, dynamic behaviors of hard and soft rock slopes were investigated by means of large scale shaking table tests. The laboratory models attempted to simulate the field geological conditions of the Guantan landslide. Sinusoidal waves and actual seismic waves measured from the Wenchuan Earthquake were applied on the slope models under 37 loading configurations. The experimental results indicated that deformation mainly developed at a shallow depth in the upper part of the hard rock slope and in the upper (near the crest) and lower (near the toe) parts of the soft rock slope. An equation for predicting the depth of sliding plane was proposed based on the location of the maximum horizontal acceleration. Finally, it was concluded that the failure process of the Guantan landslide occurred in three stages: (1) toppling failure caused by compression of the underlying soft rock strata, (2) formation of crushed hard rock and sliding surface in soft rock as the result of seismic shocks, particularly in the horizontal direction, and (3) aftershock rainfall accelerates the process of mass movement along the sliding plane.  相似文献   
137.
从岩体工程质量评价理论和技术方法出发,结合我国高放废物地质处置工程特点,建立了高放废物地质处置岩体工程质量评价系统,初步实现了信息存储与调用、数据录入与校正,以及岩体工程质量评价等功能,并对北山预选区BS15号钻孔数据进行了初步分析与评价。研究结果表明,该系统具有良好的工程应用前景。  相似文献   
138.
Better knowledge regarding internal soil moisture and piezometric responses in the process of rainfall-induced shallow slope failures is the key to an effective prediction of the landslide and/or debris flow initiation. To this end, internal soil moisture and piezometric response of 0.7-m-deep, 1.5-m-wide, 1.7-m-high, and 3.94-m-long semi-infinite sandy slopes rested on a bi-linear impermeable bedrock were explored using a chute test facility with artificial rainfall applications. The internal response time defined by the inflection point of the soil moisture and piezometric response curves obtained along the soil–bedrock interface were closely related to some critical failure states, such as the slope toe failure and extensive slope failures. It was also found that the response times obtained at the point of abrupt bedrock slope decrease can be used as indicators for the initiation of rainfall-induced shallow slope failures. An investigation of spatial distributions of soil water content, ω (or degrees of saturation, Sr), in the slope at critical failure states shows that the 0.2 m – below – surface zone remains unsaturated with Sr 40–60%, regardless of their distances from the toe and the rainfall intensity. Non-uniform distributions of ω (or Sr) along the soil–bedrock interface at critical failure states were always associated with near-saturation states (Sr 80–100%) around the point of bedrock slope change or around the transient ‘toe’ upstream of the slumped mass induced by the retrogressive failure of the slope. These observations suggest the important role of the interflow along the soil–bedrock interface and the high soil water content (or high porewater pressure) around the point of bedrock slope deflection in the rainfall-induced failure of sandy slopes consisting of shallow impermeable bedrocks. The present study proposes an ‘internal response time’ criterion to substantiate the prediction of rainfall-induced shallow slope failures. It is believed that the ‘internal response time’ reflects the overall characteristics of a slope under rainfall infiltration and can be as useful as the conventional meteorology-based threshold times. The ‘internal response time’ theory can be generalized via numerical modeling of slope hydrology, slope geology and slope stability in the future.  相似文献   
139.
简要介绍了强震短临前兆的HRT波模型,和用HRT波模型分析强震前地电观测资料预测未来强震的时间、地点、震级三要素方法。用HRT波模型分析了2008年汶川MS8.0地震前四川红格地电台的记录资料,提取出了汶川MS8.0地震前短临前兆信息。  相似文献   
140.
Analyses of trace elements of the Lower Palaeozoic carbonate rock strata in Beijing show that the contents of As, Hg, F increase from primary carbonate rocks to weathered carbonate rocks and from primary carbonate rocks to the soil coexisting with carbonate rocks, but the distribution regularity of S is not obvious. In the whole weathered stages, the sorption of As is mainly affected by Fe2O3. In soil Fe2O3 is also the main affecting factor of Hg enrichment. The main existing forms of Hg in primary carbonate rocks should simply be physical adsorption, coprecipitation and false isomorphous form between surface of carbonate rock and Hg. In soil the enrichment of F has little relationship with sul-fides and Fe2O3. In primary carbonate rocks, F is mainly absorbed by sulfides and clay minerals, etc. Weathered samples have closer genetic relationships with primary carbonate rocks. This also implies that weathered carbonate rocks have the close existing forms to that of primary carbonate rocks. In primary carbonate rocks FeS2 and FeS are the main forms of S, and sulfides have fixation effect on some heavy metals, whereas in weathered carbonate rocks and soil the fixation effect is weakened.  相似文献   
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