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61.
SLJ型宽频带大动态力平衡三分向加速度计的设计与研制 总被引:5,自引:0,他引:5
文中详尽介绍了三分向力平衡加速度计的技术性能、工作原理和理论计算,给出了技术指标鉴定实测结果和获取地震记录的时程曲线。 相似文献
62.
地热井井位确定研究——以豫煤二队院内地热井为例 总被引:2,自引:0,他引:2
通过对龙门地热田地质构造、地下水运动特点及规律的研究,提出了在地热田内寻找地下热水的富水靶区,并推算了其范围。又以地面调查、地面电法等手段进行了验证,确定了地下热水富水带的具体位置及地热井施工井位,一次成功地打中千米以下地热水的富水区,为地热田内寻找、开发地下热水总结了经验,丰富了深井及地热田找水的理论。 相似文献
63.
Gürcan Büyüksalih Güven Koçak Murat Oruç Hakan Akçin Karsten Jacobsen 《The Photogrammetric Record》2004,19(107):200-218
TK-350 stereo-scenes of the Zonguldak testfield in the north-west of Turkey have been analysed. The imagery had a base-to-height ratio of 0·52 and covered an area of 200 km × 300 km, with each pixel representing 10 m on the ground. Control points digitised from 1:25 000 scale topographic maps were used in the test. A bundle orientation was executed using the University of Hanover program BLUH and PCI Geomatica OrthoEngine AE software packages. Tests revealed that TK-350 stereo-images can yield 3D geopositioning to an accuracy of about 10 m in planimetry and 17 m in height. A 40 m resolution digital elevation model (DEM) was generated by the PCI system and compared against a reference DEM, which was derived from digitised contour lines provided by 1:25 000 scale topographic maps. This comparison showed that accuracy depends mainly on the surface structure and the slope of the local terrain. Root mean square errors in height were found to be about 27 and 39 m outside and inside forested areas, respectively. The matched DEM demonstrated a systematic shift against the reference DEM visible as an asymmetric shift in the frequency distribution. This is perhaps caused by the presence of vegetation and buildings. 相似文献
64.
65.
FENG Wenhao 《地球空间信息科学学报》2004,(3)
1 Methodsfororientatinginitialdirec tioninindustrialsurveyDifferentfromconventionalengineeringsurvey,thedistancebetweenthetwoangle measurementdevicesinindustrialsurveyisnomorethantenmeters.Theaccu racyforthemeasurementofobjectpointsisrequiredtobebetween± ( 0 .0 2~ 0 .0 5~ 0 .2 0 )mm ,sotheaccu racyfortheorientationoftheinitialdirectionoughttobehigh .Theexistingmethodsfororientatingtheinitialdirectionbetweenthetwoangle measurementdevicesincludemethodofusinginnertarget,collimatormethod,metho… 相似文献
66.
GPS广播星历参数拟合算法 总被引:25,自引:2,他引:25
介绍了GPS广播星历参数的最小二乘估计方法。推导了相应的计算公式。计算结果表明。文中给出的公式是正确的,其拟合精度以用户距离误差(URE)示时,对预报轨道的损失小于1cm。 相似文献
67.
无地面控制GPS辅助光束法区域网平差 总被引:2,自引:4,他引:2
介绍了在WGS-84坐标系中进行GPS辅助光束法区域网平差的基本原理以及利用大地水准面拟合方法实施大地高与正常高的变换方法。利用新疆库尔勒地区1:25000和1:50000实际航摄资料验证了理论与程序实现的正确性。试验结果表明,无地面控制GPS辅助光束法区域网平差可用于中小比例尺测图的加密,在WGS-84坐标系中可以获得较高的点定位精度,而在国家80坐标系下,利用大地水;隹面拟合前后的GPS摄站坐标进行GPS辅助光束法区域网平差,加密精度没有明显差异。 相似文献
68.
导航卫星自主定轨的算法研究及模拟结果 总被引:5,自引:2,他引:5
讨论了利用卫星-卫星间的距离观测值建立导航卫星系统自主定轨的数学方法,并用GPS星座模拟星间观测值,采用滤波算法计算卫星的状态参数。模拟结果表明,在空间测距精度一定的情况下,自主定轨精度能高于GPS广播星历,因而能较精确地维持卫星系统的坐标框架。 相似文献
69.
Introduction China is a country with many landslides and debris flows. These disasters bring out a large amount of losses of life and property. It is significant to predict landslide incident by monitoring the deformations of these landslides. At past, triangulation and trilateration are traditional tools, but it is very difficult for them to realize real-time monitoring, and it is more dangerous for obser- vation workers when the deformation becomes larger. Because of many advantages such as… 相似文献
70.
A Possible Detection of the 26 December 2004 Great Sumatra-Andaman Islands Earthquake with Solution Products of the International GNSS Service 总被引:1,自引:0,他引:1
J. Kouba 《Studia Geophysica et Geodaetica》2005,49(4):463-483
The main goal of this work is to critically review the IGS solution products and Precise Point Positioning (PPP) in order
to demonstrate their potential to contribute to studies of large earthquakes such as the one that devastated Southeast Asia
on December 26th, 2004. In view of a possible detection of the Mw 9.0 Sumatra-Andaman Islands Earthquake of December 26, 2004,
position solutions, ranging from intervals of years to one second, of four International GNSS Service (IGS) stations within
3000 km of the epicenter were examined. The IGS combined, cumulative solution product (IGS04P51), consisting of epoch and
station velocity solutions and based on data spans of several years prior to the earthquake, was used as a reference. Four
IGS combined weekly position solutions (igs04P1301-4), two weeks before and after the earthquake, were utilized for the weekly
solution resolution. PPP static and kinematic solutions with IGS Final combined orbits and clocks were used for the mean daily
and instantaneous 5-min and 1-sec epoch solutions, respectively. The most significant changes, detected by both weekly and
daily solutions occurred in longitude. The nearest IGS station ntus, about 1000 km east of the epicenter, moved westward about
15 mm, while the more distant Indian station iisc (∼ 2300 km NW from the epicenter), shifted about 15 mm eastward. In spite
of position errors caused by interpolation of the 5-min IGS clocks, the 1-sec solutions, based on separate data sets, available
only for two stations (iisc, dgar), still showed seismic surface waves, in particular at the Indian station iisc. Precise
daily IGS combined polar motion and length-of-day products, after correcting for the atmospheric effects, also likely detected,
statistically significant, anomalistic excitations on December 26, 2004 that could be caused by this great earthquake. 相似文献