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101.
Shear-wave splitting is analysed on data recorded by the High Resolution Seismic Network (HRSN) at Parkfield on the San Andreas fault, Central California, during the three-year period 1988-1990. Shear-wave polarizations either side of the fault are generally aligned in directions consistent with the regional horizontal maximum compressive stress, at some 70° to the fault strike, whereas at station MM in the immediate fault zone, shear-wave polarizations are aligned approximately parallel to the fault. Normalized time delays at this station are found to be about twice as large as those in the rock mass either side. This suggests that fluid-filled cracks and fractures within the fault zone are elastically or seismically different from those in the surrounding rocks, and that the alignment of fault-parallel shear-wave polarizations are associated with some fault-specific phenomenon.
Temporal variations in time delays between the two split shear-waves before and after a ML = 4 earthquake can be identified at two stations with sufficient data: MM within the fault zone and VC outside the immediate fault zone. Time delays between faster and slower split shear waves increase before the ML = 4 earthquake and decrease near the time of the event. The temporal variations are statistically significant at 68 per cent confidence levels. Earthquake doublets and multiplets also show similar temporal variations, consistent with those predicted by anisotropic poroelasticity theory for stress modifications to the microcrack geometry pervading the rock mass. This study is broadly consistent with the behaviour observed before three other earthquakes, suggesting that the build-up of stress before earthquakes may be monitored and interpreted by the analysis of shear-wave splitting.  相似文献   
102.
本文通过用树木年轮资料重建的祁连山地区5~7月份1310年以来的湿润指数序列,建立了一个反映该地区湿润指数年际变幅序列,对这两个序列分别进行了等级分类和干湿、强弱的时段分析,并用最大熵谱分析法对这两个序列的不同时段分别进行了周期分析。采用HK突变检验方法对这两个序列分别进行了突变分析,发现祁连山地区的湿润指数及其年际变幅存在明显的突变年份。  相似文献   
103.
乌鲁木齐河山区流域360年径流量的重建   总被引:15,自引:0,他引:15       下载免费PDF全文
本文利用在乌鲁木齐河山区流域所建立的树轮年表,重建了乌鲁木齐河山区流域360年上年7月~当年3月的平均径流量。校准方程的相关系数为0.670,交叉检验的误差缩减值达0.366。在重建的360年径流量的变化中,有4个偏丰期和3个偏枯期,第2,3两个偏丰期与乌鲁木齐河河源1号冰川的两次冰进期相对应。对重建径流量的丰枯频率分析发现,平水年份出现最多,偏枯水年份多于偏丰水年份约5.8%,特枯水年没有出现,特丰水年出现6次,约占1.7%。这表明360年来径流量变化基本上稳定。  相似文献   
104.
试论温室效应对我国西部河川径流的影响   总被引:2,自引:1,他引:2  
赖祖铭 《冰川冻土》1997,19(1):10-16
大气中日益增多的温室气体使我国西部地区的气候近三四十年来出现了干暖化趋势,导致河川径流量明显减少。据统计,从50年代后半期到80年代,新疆地区的河种径流量减少了6.4%,西藏东南部的3条大河从60年代到80年代则平均减少了13.2%,其减少量大于新疆,这主要是因为气温升高使冰雪融水增加,新疆的河流受到冰雪融水的补偿,虽然西藏东南部的河注也有冰川存在,甚至冰种覆盖面积远大于新疆一些内陆河流域,但那里  相似文献   
105.
IntheLoessPlateau,alongtheslopelengthfromthetoptothebottom,soilerosionischaracterizedbyobviousverticalzonaldivision,thatis,sheeterosionzone,sheeterosionandrillerosionzone,rillerosionandshallowgullyerosionzoneandgullyerosionzone.Inthesheetandrillero..sionzone,rillerosionamounttakesup70%ofthetotalsoilloss[TANGKenetal.,1983,ZHENGFenlietal.,19871;intherillandshallowgullyerosionzone,rillerosionamountaccountsfor30--40%ofthetotalsoilloss.Sorillerosionisamajorerosionpatternonsteepslopeland.Riller…  相似文献   
106.
黄河上游径流预报的灰色拓扑方法   总被引:5,自引:6,他引:5  
蓝永超  杨文华 《冰川冻土》1997,19(4):308-311
以龙羊峡水库年平均入库流量预报为例,根据灰色系统理论的建模方法,利用龙羊峡水库入库水量代表站唐乃亥水文站的实测径流资料,建立了一个GM(1,1)拓扑预测模型,用于黄河上游径流的长期预报,并取得了较为满意的结果。  相似文献   
107.
根据树轮稳定碳同位素组成(δ13Ct)序列可较灵敏地记录降水变化的事实,利用长白山红松树轮δ13Ct序列与松花江年径流量之间的平行变化关系,重建了近200年来松花江年径流量的变化:年径流量变化有明显的准22年周期;1900年之前,径流量在周期波动中呈上升趋势,1900年之后,波动中呈下降趋势  相似文献   
108.
In permafrost regions of Qinghai-Tibetan Plateau, the critical embankment height must be considered in the process of the construction of highway, especially for the global climatic warming. In this paper, the two-dimensional numerical analysis for the critical embankment height (for gravel road surface and coarse-grained soil) has been performed by using thefinite element method. In the calculation, we think that the service life of the construction is at least 50 years. The mean annual air temperatures applied to the calculation model are -6.5 ℃, -6.0 ℃, -5.5 ℃, -5.0 ℃, -4.5 ℃ and -4.0 ℃, respectively, and the value of temperature rise are taken as 1.10℃ in the coming 50 years. The minimum embankment heights derived from the analysis are 0.85 m, 0.92 m, 1.01 m, 1.18 m, 1.60 m and 2.66 m for the different mean annual air temperatures and the maximum embankment heights are 7.68 m,7.55 m, 7.34 m, 7.00 m, 6.45 m and 5.85m, accordingly. On condition that the service life of embankment is 50 years, the critical value of the mean annual air temperature is -3.5 ℃. Namely, in the areas where the mean annual air temperature is higher than -3.5 ℃, the critical embankment height does not exist.  相似文献   
109.
The annual and semi-annual variations of the ionosphere are investigated in the present paper by using the daytime F2 layer peak electron concentration (NmF2) observed at a global ionosonde network with 104 stations. The main features are outlined as follows. (1) The annual variations are most pronounced at magnetic latitudes of 40–60° in both hemispheres, and usually manifest as winter anomalies; Below magnetic latitude of 40° as well as in the tropical region they are much weaker and winter anomalies that are not obvious. (2) The semi-annual variations, which are usually peak in March or April in most regions, are generally weak in the near-pole regions and strong in the far-pole regions of both hemispheres. (3) Compared with their annual components, the semi-annual variations in the tropical region are more significant.In order to explain the above results, we particularly analyze the global atomic/molecular ratio of [O/N2] at the F2 layer peak height by the MSIS90 model. The results show that the annual variation of [O/N2] is closely related with that of NmF2 prevailing in mid-latitudes and [O/N2] annual variation usually may lead to the winter anomalies of NmF2 occurring in the near-pole region. Moreover, NmF2 semi-annual variations appearing in the tropical region also have a close relationship with the variation of [O/N2]. On the other hand, the semi-annual variations of NmF2 in the far-pole region cannot be simply explained by that of [O/N2], but the variation of the solar zenith angle may also have a significant contribution.  相似文献   
110.
Soil pipes are common and important features of many catchments, particularly in semi‐arid and humid areas, and can contribute a large proportion of runoff to river systems. They may also signi?cantly in?uence catchment sediment and solute yield. However, there are often problems in ?nding and de?ning soil pipe networks which are located deep below the surface. Ground‐penetrating radar (GPR) has been used for non‐destructive identi?cation and mapping of soil pipes in blanket peat catchments. While GPR can identify subsurface cavities, it cannot alone determine hydrological connectivity between one cavity and another. This paper presents results from an experiment to test the ability of GPR to establish hydrological connectivity between pipes through use of a tracer solution. Sodium chloride was injected into pipe cavities previously detected by the radar. The GPR was placed downslope of the injection points and positioned on the ground directly above detected soil pipes. The resultant radargrams showed signi?cant changes in re?ectance from some cavities and no change from others. Pipe waters were sampled in order to check the radar results. Changes in electrical conductivity of the pipe water could be detected by the GPR, without data post‐processing, when background levels were increased by more than approximately twofold. It was thus possible to rapidly determine hydrological connectivity of soil pipes within dense pipe networks across hillslopes without ground disturbance. It was also possible to remotely measure travel times through pipe systems; the passing of the salt wave below the GPR produced an easily detectable signal on the radargram which required no post‐processing. The technique should allow remote sensing of water sources and sinks for soil pipes below the surface. The improved understanding of ?owpath connectivity will be important for understanding water delivery, solutional and particulate denudation, and hydrological and geomorphological model development. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   
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