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21.
O. Vaduvescu M. Birlan A. Tudorica A. Sonka F.N. Pozo A.D. Barr D.J. Asher J. Licandro J.L. Ortiz E. Unda-Sanzana M. Popescu A. Nedelcu D. Dumitru R. Toma I. Comsa C. Vancea D. Vidican C. Opriseanu T. Badescu M. Badea M. Constantinescu 《Planetary and Space Science》2011,59(13):1632-1646
We report on the follow-up and recovery of 100 program NEAs, PHAs and VIs using the ESO/MPG 2.2 m, Swope 1 m and INT 2.5 m telescopes equipped with large field cameras. The 127 fields observed during 11 nights covered 29 square degrees. Using these data, we present the incidental survey work which includes 558 known MBAs and 628 unknown moving objects mostly consistent with MBAs from which 58 objects became official discoveries. We planned the runs using six criteria and four servers which focus mostly on faint and poorly observed objects in need of confirmation, follow-up and recovery. We followed 62 faint NEAs within one month after discovery and we recovered 10 faint NEAs having big uncertainties at their second or later opposition. Using the INT we eliminated four PHA candidates and VIs. We observed in total 1286 moving objects and we reported more than 10,000 positions. All data were reduced by the members of our network in a team effort, and reported promptly to the MPC. The positions of the program NEAs were published in 27 MPC and MPEC references and used to improve their orbits. The O−C residuals for known MBAs and program NEAs are smallest for the ESO/MPG and Swope and about four times larger for the INT whose field is more distorted. For the astrometric reduction, the UCAC-2 catalog is recommended instead of USNO-B1. The incidental survey allowed us to study statistics of the MBA and NEA populations observable today with 1–2 m facilities. We calculate preliminary orbits for all unknown objects, classifying them as official discoveries, later identifications and unknown outstanding objects. The orbital elements a, e, i calculated by FIND_ORB software for the official discoveries and later identified objects are very similar with the published elements which take into account longer observational arcs; thus preliminary orbits were used in statistics for the whole unknown dataset. We present a basic model which can be used to distinguish between MBAs and potential NEAs in any sky survey. Based on three evaluation methods, most of our unknown objects are consistent with MBAs, while up to 16 unknown objects could represent NEO candidates and four represent our best NEO candidates. We assessed the observability of the unknown MBA and NEA populations using 1 and 2 m surveys. Employing a 1 m facility, one can observe today fewer unknown objects than known MBAs and very few new NEOs. Using a 2 m facility, a slightly larger number of unknown than known asteroids could be detected in the main belt. Between 0.1 and 0.8 new NEO candidates per square degree could be discovered using a 2 m telescope. 相似文献
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以小于等于0 ℃最低气温作为霜冻指标,利用1961—2008年阿勒泰地区7个测站的逐日最低气温资料,采用现代气候诊断分析方法,分析了该地区初、终霜日和无霜期的气候变化特征。结果表明:近48 a来阿勒泰大部分地区呈初霜迟、终霜结束的早、无霜期延长的趋势,使作物生长季延长,其中哈巴河表现最为显著;极早初霜日发生频数为2—6次,以富蕴最多,极晚终霜日发生频数为1—4次。各站最迟、最早初霜日的差值和最早、最迟终霜日的差值均在30 d以上;哈巴河霜日发生了气候突变。 相似文献
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锦屏一级水电站左岸边坡地质结构复杂,岩体存在大量深部裂隙、低波速松弛岩体、煌斑岩脉X及f2、f5断层,严重影响边坡的稳定性。采用基于强度折减法的岩石破裂过程分析RFPA方法对边坡典型部位在开挖后以及其对应弱层置换工况下的破坏全过程进行计算和分析,计算结果表明,f5断层在进行置换加固处理后,边坡安全系数较未置换弱层前提高了0.403,说明在岩质边坡开挖和支护前优先进行深部软弱结构置换处理,可以大大提高工程结构的安全储备。同时,RFPA强度折减法不仅能直观再现边坡潜在滑裂面从萌生到扩展直至贯通导致边坡整体失稳的全过程,而且可以得出边坡安全系数。研究结果对于边坡工程实施前稳定性评价和施工工序具有一定的参考价值。 相似文献
24.
南堡凹陷盆地内部构造特征复杂,砂体时空分布差异较大。为了明确砂体分布规律,首先对南部缓坡带构造-沉积背景进行研究和岩心相观察,识别了沙一段辫状河三角洲前缘砂体;进而通过对南部缓坡带层序地层格架的建立、沉积学研究和地震地质解释,发现沙一段砂体同时受到顺源和逆源两种同沉积断裂坡折带类型控制。其中,顺源坡折带控制了断槽物源通道的走向,逆源坡折带改变了水流的流向,阻止了砂体的运移。据此,建立了南堡凹陷南部缓坡带沙一段同沉积断裂的控砂模式,得出沙一段砂体具有"沙垒田凸起供砂,断槽物源通道输砂,逆源坡折带阻砂和同沉积洼槽带聚砂"的发育特点。 相似文献
25.
《The Professional geographer》2013,65(3):439-440
Nuala C. Johnson. >Cambridge Studies in Historical Geography. New York: Cambridge University Press, 2003. ix and 192 pp., maps, photos, biblio., and index. $60.00 hardback (ISBN 0-521-82616-0) 相似文献
26.
Results obtained by SASW and PS-logging (in-hole) seismic techniques are compared with the relatively new ReMi (Refraction microtremor) method at a common site with a well-known soil profile: a recently constructed high-speed railway embankment. PS-logging is the most accurate technique in identifying the soil profile of the embankment followed by Re-Mi and SASW. Mean shear wave velocity estimations are also higher for PS-logging, followed by SASW and ReMi, while mean deviation is similar in each technique. The ReMi technique has provided very accurate results in the study of the embankment profile, which in addition to its high operability and its fast data processing, makes it a very convenient technique for extensive geotechnical surveys. 相似文献
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针对柴里煤矿374①综放工作面坚硬顶板初次放顶难的问题,采取了强制放顶措施,同时进行矿压观测,了解初次放顶过程中矿压显现规律,采取有效安全措施,减少初次放顶带来的危害。 相似文献
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