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On the Use of CloudSat and MODIS Data for Estimating Hurricane Intensity   总被引:2,自引:0,他引:2  
This letter presents preliminary results concerning the use of new observations from the A-Train Constellation for testing a new technique of remotely sensing hurricane intensity from space based on modeling a hurricane as a balanced, convectively neutral vortex. The key observational requirements are simultaneous, accurate measurements of cloud-top height, cloudtop temperature, and cloud profiling information across the center of the storm, although there are ways to bypass the need for cloud-top temperature. In this letter, the Moderate Resolution Imaging Spectroradiometer onboard Aqua provides an estimation of the cloud-top temperature, and the near-simultaneous CloudSat observations provide the essential cloud-top height and cloud profiling information. Initial results indicate that the new technique is a promising method for estimating storm intensity when compared post facto to the best track database. Potential uncertainties and room for further refinement of the technique are discussed.  相似文献   
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Chen  Fan  Cao  Anye  Liang  Zhengzhao  Liu  Yaoqi 《Natural Resources Research》2021,30(6):4515-4532

Mining-induced tremors are indispensable events that gestate and trigger coal bursts. The radiated energy is usually considered a key index to assess coal burst risk of seismic events. This paper presents a model to assess coal burst risk of seismic events based on multiple seismic source parameters. By considering the distribution and relation laws of the seismic source parameters of coal bursts, the model aims to identify dangerous seismic events that more closely match the characteristics of multiple seismic source parameters of coal bursts. The new coal burst risk index T is proposed. It consists of the similarity index SI (representing the similarity degree of relations between seismic events and coal burst events based on seismic source parameters) and the strength index ST (representing the burst strength of seismic events). We studied 79 coal burst events that occurred during extraction in LW250105 of the Huating coal mine in Gansu Province, China. We obtained the distribution and relation laws of multiple seismic source parameters of coal burst events to establish SI and ST. Two groups of seismic events with different energy distributions were examined to compare the assessment results based on the new model and energy criteria. The results show that 80% and 89% of seismic events with strong coal burst risk in Groups A and B, respectively, were coincident, and the seismic events with medium coal burst risk were slightly less compared to those based on radiated energy. The results indicate that the assessment based on the T value is a modification and optimization of that based on radiated energy. This model is conducive to improving the efficiency of monitoring and early warning of coal burst risk.

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Permeable geologic faults in the coal seam can cause intermittent production problems or unexpected amounts of groundwater outburst from the underlying aquifers. With the acknowledgment of the basic mechanism for groundwater outbursts, the groundwater outburst along the fault zones in coal mines are numerically investigated using RFPA, a numerical code based on FEM. The fracture initiation, propagation, and coalescence in the stressed strata and the seepage field evolution in the stress field are represented visually during the whole process of groundwater outburst. The numerically obtained damage evolution shows that the floor strata could be classified as three zones, i.e. mining induced fracture zone, intact zone and fault reactivation zone, in which the intact zone is the key part for resisting groundwater outburst and directly determines the effective thickness of water-resisting rock layer. With understanding of the evolution of stress field and seepage flow in floor strata, the groundwater outburst pathway is calibrated and the transformation of floor rock mass from water-resisting strata to outburst pathway is clearly illuminated. Moreover, it is shown that geometrical configuration, including inclination angle of faults and seam drop along faults, have an important influence on groundwater outburst. Finally, based on geological, hydrogeology survey and numerical results, the mechanism analysis of groundwater outburst in an engineering case is studied, which can provide significantly meaningful guides for the investigation on mechanism and prevention of groundwater outburst induced by faults in practice.  相似文献   
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根据北京市连续运行参考站(CORS)系统多年累积的连续观测数据,研究CORS站坐标高程基准的变化规律,利用北京市沉降区高程水准复测的高差结果验证其准确性,得出以下结论:CORS站垂直方向运动普遍存在明显的周期变化,虽然部分测站的两种高差结果相差较大,但全球卫星导航系统(GNSS)高差与水准高差的趋势项相似度极高,北京市...  相似文献   
5.
岩石非均匀性对震级—频度关系的影响的数值模拟   总被引:1,自引:0,他引:1  
无论是从天然地展的统计分析还是实验室岩石破裂实验,由于测试设备的限制、观测台站或测试位置的影响,目前有关地展展级-频度关系和G—R关系式及b值的研究都不可能保证数据资料的独立性和完整性。充分利用RFPA^20数值模拟软件,克服漏记、精度低和人为的限定资料范围等不利因素的影响,在充分考虑岩石的非均匀性的基础上,研究了岩石破裂过程中微震系列震级-频度关系及b值随岩石均质度的变化规律。  相似文献   
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利用厂商模型、MGEX模型和ESA模型对BDS卫星天线相位中心偏差进行改正,结果表明,3种模型对BDS精密单点定位精度均有所提升,其中,水平方向提升1~2 cm,高程方向定位精度由1 dm提升为厘米级,ESA模型优于另外两种模型。利用GPS接收机天线相位中心偏差改正值对BDS接收机天线相位中心偏差进行改正,其精度改善情况随天线类型的不同而存在差异,水平方向精度影响为毫米级,高程方向与天线类型有关,精度影响最大可达厘米级。  相似文献   
8.
We present an analytical model for the shear behaviour of rock joints with progressive degradation of two-order asperities including waviness and unevenness. Critical waviness and critical unevenness are used to respectively represent the mechanical involvements of waviness and unevenness during shear. The degradation process of two-order asperities are predicted by considering the stepwise relationship among dilation angle, sheared and unsheared asperity areas, and plastic tangential work. The dilation angle of each asperity decreases as plastic tangential work accumulates. The progressive degradation transiting from critical unevenness to critical waviness is realised through examining the dilation angle and the unsheared area of critical unevenness. The model's predictions are compared with the experimental data from direct shear tests on both regular- and irregular-shaped joints. Good agreement between analytical and experimental curves demonstrate the credence of the proposed model. Therefore, the model, after implemented in finite and discrete element codes, is practicable for the stability assessment of rock-engineering structures.  相似文献   
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