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Feedback Scale因子对Burris型相对重力仪观测成果的影响 被引量:3
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作者 赵云峰 隗寿春 +3 位作者 徐云马 刘芳 祝意青 崔建中 《大地测量与地球动力学》 CSCD 北大核心 2019年第7期747-750,共4页
对3台Burris型重力仪系统中的feedback scale因子对相对重力测量成果的影响进行测试分析和研究。结果表明,feedback scale因子值与Burris型重力仪读数线性相关,且线性系数与FBK改正值有关。若feedback scale因子值产生等比例的变化,FBK... 对3台Burris型重力仪系统中的feedback scale因子对相对重力测量成果的影响进行测试分析和研究。结果表明,feedback scale因子值与Burris型重力仪读数线性相关,且线性系数与FBK改正值有关。若feedback scale因子值产生等比例的变化,FBK改正值越大,仪器读数的变化越大。在feedback scale因子值增加时,FBK改正值的正负符号决定仪器读数变化的方向。在重力值差仅有17 mGal的测段上测量时,3台Burris型重力仪基本相同的feedback scale因子变化量,得到的不同重力值差最大可相差0.140 mGal。当同一台仪器在FBK改正值分别为-14.7 mGal和2.2 mGal的2个测点进行测量时,若feedback scale因子值变化2%,测量所得重力值差的变化超过0.300 mGal。 展开更多
关键词 burris重力仪 反馈系统 FEEDBACK scale因子 仪器读数 重力值差
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Burris型重力仪温度特性研究 被引量:3
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作者 赵云峰 隗寿春 +2 位作者 梁伟锋 刘芳 祝意青 《大地测量与地球动力学》 CSCD 北大核心 2018年第8期877-880,共4页
通过对多台Burris型相对重力仪实施不同时长的断电、再通电后进行静置测量,研究该型仪器的温度特性。在温度约为14℃的地下室内,长时间断电冷却后,Burris型相对重力仪需要125min才能达到恒温点(仪器不再提示温度不足),通电65h后零漂率... 通过对多台Burris型相对重力仪实施不同时长的断电、再通电后进行静置测量,研究该型仪器的温度特性。在温度约为14℃的地下室内,长时间断电冷却后,Burris型相对重力仪需要125min才能达到恒温点(仪器不再提示温度不足),通电65h后零漂率仍然大于0.005×10-5 m·s-2/h,110h后仪器的零漂才能达到地震观测仪器进网要求的小于0.003×10-5 m·s-2/h。在相同条件下,对3台Burris型重力仪分别实施15min、2h、24h较短时间冷却、再通电,静置测量数据表明,在升温过程中,重力仪读数过程为先大幅减小后小幅增大再变小至稳定,绝对变化率先减小后少量增大再变小;不同冷却时间既影响仪器到达恒温点需要的时间,也影响仪器读数稳定的时间。15min的断电需要大约1h的加热过程才能使读数稳定;仪器到达恒温点后读数仍在快速变化中,且仪器读数变化中的最小值出现在到达恒温点后;断电可能会影响再通电仪器读数稳定后在短时间内的观测精度。 展开更多
关键词 burris型重力仪 升温过程 读数变化
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Burris型重力仪性能分析 被引量:9
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作者 赵云峰 祝意青 +2 位作者 梁伟锋 刘芳 徐云马 《地震地磁观测与研究》 2018年第2期178-185,共8页
对Burris型相对重力仪长时间断电后再次供电,分析Burris型重力仪升温过程,并使用2台Burris型重力仪(B95和B101)2014年7月至2016年12月的实测数据,分析仪器性能。结果表明:(1)Burris型相对重力仪长时间断电并再次供电后,加热125 min达到... 对Burris型相对重力仪长时间断电后再次供电,分析Burris型重力仪升温过程,并使用2台Burris型重力仪(B95和B101)2014年7月至2016年12月的实测数据,分析仪器性能。结果表明:(1)Burris型相对重力仪长时间断电并再次供电后,加热125 min达到恒温点,在升温过程中,读数先大幅减小后小幅增大,绝对变化率逐渐减小,通电110 h后零漂小于3×10^(-8)m/(s^2·h),达地震重力观测仪器进网要求;(2)Burris型重力仪静态零漂存在由负变正的过程,不同仪器所需时间不同;(3)随着仪器使用年限加长,Burris型重力仪稳定性变差。忽略重力仪突跳读数,可获取测量精度在10×10^(-8)m/s^2左右的流动重力数据;(4)Burris型重力仪混合零漂和静态零漂变化基本一致,呈逐渐增大趋势,但存在差别。 展开更多
关键词 burris型重力仪 升温过程 零漂特性 静态零漂 混合零漂 重复稳定性
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Burris70、Burris73相对重力仪性能试验 被引量:5
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作者 何志堂 陈惠军 +3 位作者 任秀波 贺小明 程虎峰 宋兵武 《测绘技术装备》 2012年第3期60-61,59,共3页
介绍了新采购的Burris70、Burris73相对重力仪性能试验的情况,并对观测结果进行了分析。结果表明Burris70、Burris73稳定性良好,可以满足微伽级相对重力测定技术要求。
关键词 burris相对重力仪 相对重力测量 性能试验
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Burris型相对重力仪检验与调整的方法 被引量:2
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作者 康胜军 《测绘技术装备》 2013年第4期85-87,81,共4页
通过对Burris型相对重力仪各项检验内容原理的分析,结合多年实践应用的经验,总结出该类型仪器检验与调整的方法,该方法可为Burris型仪器的鉴定及校准提供可靠的依据。
关键词 相对重力仪 burris 检验 调整
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A new PC control software for ZLS-Burris gravity meters 被引量:2
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作者 H.Richard Schulz 《Geodesy and Geodynamics》 2018年第3期210-219,共10页
The previous operation of the ZLS-Burris gravity meter using a PDA already provides a significant improvement of the operation of a metal spring gravity meter. But in the practical field work the observer usually wish... The previous operation of the ZLS-Burris gravity meter using a PDA already provides a significant improvement of the operation of a metal spring gravity meter. But in the practical field work the observer usually wishes more information about the measurement and the collected data. This situation sug- gested an improvement of the software and computer hardware. The goal was to develop a small useful PC tool that eliminates these deficits. However, it resulted in a very extensive application software, which was developed during 2011-2015. Along the way, some unwanted effects of the original control circuit were detected. Therefore as a last step a complete new control circuit for the feedback system was developed. This new circuit is fast and smooth and without resonance effects to the system. The algorithm parameters can be specifically adapted to the specific gravity meter. The software has a security system that ensures the user, depending on his level of knowledge, a limited access to the software options. Furthermore, a customer project management system is integrated. The observer, the gravity meters, the projects and maps can be assigned. Several ZLS Burris gravity meters can be managed. A large station data management is integrated. Every station has up to more than twenty parameters, such as the mandatory coordinates or supplementary pictures of the station. External storage and documentation of the measurements are possible with extra modules. In addition the maintenance of the gravity meter system is significantly improved. The motor control of the early ZLS Burris gravity meter is also improved. The complete rotation is displayed on the screen. Finally, two survey examples show the advantages of the software related to the accuracy and the time needed for a measurement. 展开更多
关键词 ZLS burris gravity meter AGES control software New control circuit Higher accuracy
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淮南深部地球物理实验场重力噪声水平初步分析 被引量:9
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作者 张苗苗 陈晓东 +5 位作者 徐建桥 崔小明 刘明 邢乐林 穆朝民 孙和平 《地球科学进展》 CAS CSCD 北大核心 2021年第5期500-509,共10页
利用淮南深部地球物理实验场地下848 m巷道内的Burris弹簧重力仪和地表LCR-ET20弹簧重力仪同期连续重力潮汐观测资料,对实验场地表和地下重力噪声水平进行了初步分析。分析结果表明在频率小于1.70 m Hz(对应周期约为9.8 min)时,地下重... 利用淮南深部地球物理实验场地下848 m巷道内的Burris弹簧重力仪和地表LCR-ET20弹簧重力仪同期连续重力潮汐观测资料,对实验场地表和地下重力噪声水平进行了初步分析。分析结果表明在频率小于1.70 m Hz(对应周期约为9.8 min)时,地下重力噪声水平都要比地表低;特别是在重力仪敏感的信号频段(周期大于3 h的信号频段),地下848 m巷道内的重力噪声水平要比地表低约2个数量级,充分验证了实验场地下观测环境具有低重力噪声水平的超静特点。实验结果证明淮南深部地球物理实验场地下848 m巷道可为深地多物理场观测提供超静观测环境,为检测微弱地球物理场信号提供绝佳观测条件。 展开更多
关键词 深地观测 重力噪声水平 重力潮汐观测 burris重力仪 LCR-ET20重力仪
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Structural and Stratigraphical Correlation of Seismic Profiles between Drigri Anticline and Bahawalpur High in Central Indus Basin of Pakistan
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作者 Shazia Asim S. N. Qureshi +3 位作者 Summyia Khatoon Asif Shabeer Ahmed Abbasi Sarfraz Solangi M. Qasim Mirza 《International Journal of Geosciences》 2014年第11期1231-1240,共10页
Publicly available seismic and well data are used to study the subsurface structure and stratigraphy of an area on the southern margin of the Central Indus Basin (CIB), Pakistan. Study area includes southern parts of ... Publicly available seismic and well data are used to study the subsurface structure and stratigraphy of an area on the southern margin of the Central Indus Basin (CIB), Pakistan. Study area includes southern parts of the Punjab Platform and Sulaiman Foredeep tectonic units of the CIB. A regional scale East-West depth cross-section is prepared in South of hydrocarbon bearing Safed Koh Trend to Punjab Platform. It gives the structural configuration of various formations of Paleozoic-Cenozoic times. Reflectors are marked and correlated with the help of wells Drigri-01 and Bahawalpur East-01, located on seismic lines 914-RPR-03 and 916-YZM-05 respectively. These reflectors/formations are correlated with respect to ages to avoid the confusions as there are many truncations in the area. Average velocities are used for the depth computation. Depth cross-section (AB) shows that Punjab Monocline is a stable area with a shallow basement. In Punjab Platform all the formations dip gently to the West. Then they attain steep dips in the Sulaiman Foredeep/Depression area. Depth cross-section along the Drigri anticline which lies in the SE of Sakhi Sarwar anticline reveals that it is extended E-W over 17 km approx. and the reverse faults are present on both flanks of a fold, due to that a pop up structure is formed. It’s a low amplitude fold, as it marks the southern end of Safed Koh Trend (first line of folding of the folded flank of Sub-Sulaiman Fore Deep). Subsurface structural variations at Bahawalpur show a buried high of Jurassic-Permian age. A sedimentary cover is 9 km thick in West and 3 m thick in East. Basement is uplifted at Bahawalpur High. 展开更多
关键词 SEISMIC Interpretation CENTRAL Indus BASIN Burried RIDGE
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Beijing Days: The Architecture, Culture, and Art of Today's China
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《Women of China》 2009年第2期55-55,共1页
Jon Burris's Beijing Days: The Architecture, Culture, and Art of Today's China is an amazing photographic voyage through China's capital. It captures the landmarks and the contrasts between its centuries-old Forbi... Jon Burris's Beijing Days: The Architecture, Culture, and Art of Today's China is an amazing photographic voyage through China's capital. It captures the landmarks and the contrasts between its centuries-old Forbidden City and its futuristic skyscrapers, museums and airports. 展开更多
关键词 图书推荐 书刊评介 《在北京:今日中国的建筑、文化和艺术》 “Jon burris
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