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971.
沉积物14 C的年龄测定一直是第四纪年代学研究的热点。文章对中国干旱、半干旱地区的内蒙古库伦泥炭剖面的泥炭全样、植物残体和孢粉浓缩物进行了AMS 14 C测年比较研究。从泥炭沉积物中提取用于AMS 14 C测年的孢粉浓缩物的关键步骤包括:过筛(125μm,63μm和10μm),重液浮选(比重1.9)及在180倍的体视显微镜下进行手工挑选。测年结果表明:孢粉浓缩物的测年值比同一层位的泥炭沉积物全样或植物残体的测年值老225~340年; 植物残体与孢粉浓缩物的测年结果较为接近。但是,距地表24~27cm处孢粉浓缩物给出了610~780A.D.的年龄值,远老于其下样点的年龄,而泥炭全样为现代样品,二者相差1255年,这可能与该样品孢粉纯度较低、掺杂有一些老碳物质燃烧后形成的微粒杂质有关。因此,提高孢粉纯度对孢粉浓缩物14 C测年至关重要。 相似文献
972.
973.
青藏高原东缘晚新生代大邑砾岩的 物源分析与水系变迁* 总被引:2,自引:4,他引:2
成都盆地晚新生代碎屑沉积物的快速堆积是青藏高原东缘强烈隆升的产物,同时为青藏高原东缘晚新生代的隆升提供了强有力的证据。文章以盆地底部的大邑砾岩作为研究切入点,详细研究了它的物源区,以深化对青藏高原东缘晚新生代隆升过程的理解。通过砾石成分统计、砂岩薄片鉴定、重矿物分析以及古流向恢复等方面的研究表明,成都盆地北部和南部的大邑砾岩分别受不同的物源区和河流所控制。其中北部的大邑砾岩受控于出口在都江堰南约4km处向南流的河流所控制,其物源区为玉堂镇以西、汶川-茂汶断裂以东的流域范围内。而南部的大邑砾岩则主要受向东流的古青衣江的控制,其物源区即为现代青衣江流域。大邑砾岩的物源分析表明晚新生代期间岷江和青衣江都曾发生河流改道。 相似文献
974.
975.
Numerical simulation of groundwater flowing to horizontal seepage wells under a river 总被引:6,自引:0,他引:6
A horizontal seepage well, consisting of an interconnected vertical well, galleries, chambers and small-diameter radiating
bores, is used to acquire relatively clean water that has been filtered through natural alluvial deposits in a riverbed. It
has wide application, especially in arid and semi-arid areas. The lack of calculation formulae or models for horizontal seepage
wells, up until now, has resulted in several false applications. Based on the analysis of groundwater flow characteristics,
it has been concluded that several flow regimes coexist and hydraulic head loss exists in the horizontal seepage well. To
avoid the difficulty of confirming the flux or head distribution in such a complex system, the model boundary of the whole
horizontal seepage well has been moved to that of just the vertical well, and the well-aquifer system was treated as a heterogeneous
medium, where the horizontal seepage well itself is a highly permeability medium. A mathematical model has been developed,
based on the coupled seepage-pipe flow, by the introduction of equivalent hydraulic conductivity according to different flow
regimes. Then a three-dimensional finite difference numerical model, based on the mathematical model, was developed and applied
to a horizontal seepage well in China. The numerical model verified the groundwater flow characteristics of the horizontal
seepage well.
An erratum to this article can be found at 相似文献
976.
977.
The strength of frozen soils has been one of the most extensively studied aspects in frozen soil mechanics. When carrying
out deep excavations using freezing methods, high stress states are often encountered. Therefore, the strength of frozen soils
under high confining pressures is of major concern. This paper first reviews the present failure criteria for frozen soils,
especially with regard to the effect of confining pressure on the strength. It is suggested that the strength consists of
two components, cohesion and friction, and can be expressed by the Mohr–Coulomb criterion and in the framework of the Drucker–Prager
criterion. However, these two components are both dependent on the stress state. Duncan’s equation for the friction angle
is extended to frozen soils. A frozen Lanzhou fine sand is taken as study subject. The frozen sand is compressed at a high
strain rate under three different temperatures and under a wide range of confining pressure. Experimental results have confirmed
the generally recognized principle that the strength increases with the confining pressure up to certain value. Thereafter,
it decreases with continued increase in confining pressure. Experimental data from our own tests and literature are fitted
to the new criterion, which shows its validity. 相似文献
978.
979.
980.
Although airborne gravimetry is now considered a fully operational technique, errors due to motion compensation using differential
GPS (DGPS) continue to influence both its accuracy and the range of applications in which it can be used. In typical medium-resolution
applications such as airborne geoid mapping, errors due to DGPS contribute considerably to the error budget of an airborne
gravity system. At the same time, efforts to increase the resolution of such systems for demanding applications such as resource
exploration remain impedded by errors in DGPS.
This article has three objectives. The first one is to compare eight industrially relevant DGPS software packages for the
determination of aircraft acceleration. The second objective is to analyze and quantify the effect that each relevant portion
of the DGPS error budget has on the determination of acceleration. Using data sets that represent a wide range of operational
conditions, this is done in the frequency domain over a range of frequencies corresponding to spatial resolution as high as
450 m. The third objective is to use that information to recommend and demonstrate approaches that optimize the estimation
of aircraft acceleration for determining the geoid and for resource exploration.
It is shown, for example, that the time of day in which the survey is carried out and the dynamic characteristics of the aircraft
being used are two of the most crucial parameters for very high-resolution gravity field estimation. It is demonstrated that
when following the above-mentioned recommendations, agreements with ground daa of better than 1.5 and 2.5 mGal can be achieved
for spatial resolutions (half-wavelengths) of 2.0 and 1.4 km, respectively. ? 2002 Wiley Periodicals, Inc. 相似文献