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An ensemble optimal interpolation (EnOI) data assimilation method is applied in the BCC_CSM1.1 to investigate the impact of ocean data assimilations on seasonal forecasts in an idealized twin experiment framework. Pseudo-observations of sea surface temperature (SST), sea surface height (SSH), sea surface salinity (SSS), temperature and salinity (T/S) profiles were first generated in a free model run. Then, a series of sensitivity tests initialized with predefined bias were conducted for a one-year period; this involved a free run (CTR) and seven assimilation runs. These tests allowed us to check the analysis field accuracy against the “truth”. As expected, data assimilation improved all investigated quantities; the joint assimilation of all variables gave more improved results than assimilating them separately. One-year predictions initialized from the seven runs and CTR were then conducted and compared. The forecasts initialized from joint assimilation of surface data produced comparable SST root mean square errors to that from assimilation of T/S profiles, but the assimilation of T/S profiles is crucial to reduce subsurface deficiencies. The ocean surface currents in the tropics were better predicted when initial conditions produced by assimilating T/S profiles, while surface data assimilation became more important at higher latitudes, particularly near the western boundary currents. The predictions of ocean heat content and mixed layer depth are significantly improved initialized from the joint assimilation of all the variables. Finally, a central Pacific El Ni?o was well predicted from the joint assimilation of surface data, indicating the importance of joint assimilation of SST, SSH, and SSS for ENSO predictions. 相似文献
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大理岩脆-韧性转换变形实验研究 总被引:1,自引:0,他引:1
本文利用两组大理岩岩样进行脆-韧性变形有实验,一组在室温条件,围压变化范围为20-400MPa;另一组围压为50MPa,温度变化范围为15-200℃。前者发生脆-韧性转换的围岩范围为50-400MPa,其中变形最敏感的围压为50-150MPa,脆-韧性转换过程表现为应变硬化作用;后者发生脆-韧性转换的温度为50-200℃,其中变形最敏感的温度为100℃左右,脆-韧性转换过程表现为应变软化作用为主。在变形(实验)岩样宏观变形行为和微观构造特征分析的基础上,讨论了岩石脆-韧性转换变形的若干标志(包括力学性质、宏观变形行为和显微构造标志等),并阐明了大理岩脆-韧性转换变形方式是以微破裂、晶内滑移和碎裂流动作用为主。这些实验研究结果对于地壳中浅层次构造变形及表层构造软弱带成因研究肯有重要意义。 相似文献
75.
Paleostress orientations from mechanically twinned calcite in carbonate rocks and veins in the neighborhood of large faults were investigated to comment on the nature of weak upper crustal stresses affecting sedimentary successions within the Proterozoic Cuddapah basin, India. Application of Turner's P–B–T method and Spang's Numerical dynamic analysis on Cuddapah samples provided paleostress orientations comparable to those derived from fault-slip inversion. Results from the neighborhood of E–W faults cutting through the Paleoproterozoic Papaghni and Chitravati groups and the Neoproterozoic Kurnool Group in the western Cuddapah basin, reveal existence of multiple deformation events − (1) NE–SW σ3 in strike-slip to extensional regime along with an additional event having NW–SE σ3, for lower Cuddapah samples; (2) compressional/transpressional event with ESE–WNW or NNE–SSW σ1 mainly from younger Kurnool samples.Integrating results from calcite twin data inversion, fault-slip analysis and regional geology we propose that late Mesoproterozoic crustal extension led to initial opening of the Kurnool sub-basin, subsequently influenced by weak compressional deformation. The dynamic analysis of calcite twins thus constrains the stress regimes influencing basin initiation in the southern Indian cratonic interior and subsequent basin inversion in relation to craton margin mobile belts and plausible global tectonic events in the Proterozoic. 相似文献
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Phillipsiteindeep-seasediments¥PengHanchangandLiuZhengkun(ReceivedMarch5,1993;acceptedAugust14,1993)Abstract:──Aphillipsiteas... 相似文献
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采用对隧道洞室周边及开挖面的土体施加由盾构机引起的各种荷载的方法模拟盾构施工,通过变化隧道埋深、隧道数量及开挖顺序研究盾构法开挖隧道对邻近摩擦单桩的影响。计算结果表明,隧道与桩的水平距离不变时,隧道埋深存在一个临界值,当隧道埋深为此临界值时隧道开挖引起的桩顶沉降、桩身侧移最大;隧道埋深较小时,隧道开挖会使桩产生较小的上移;隧道与桩的水平距离缩小相同值时,隧道埋深越小,开挖引起的桩顶沉降增加量越大;双隧道开挖引起的桩顶最终沉降量大于单隧道开挖引起的桩顶最终沉降量;双隧道同时开挖引起的桩顶沉降量、桩顶最大侧移大于双隧道先后开挖引起的桩顶沉降量、桩顶最大侧移;无论是同时开挖还是先后开挖,垂直双隧道引起的桩顶沉降量明显小于平行双隧道引起的桩顶沉降量。 相似文献
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针对我国小型水坝存在的安全隐患问题,本文基于数字孪生技术提出并构建了小型水坝数字孪生动态监管云平台,论述了小型水坝数字孪生平台建设思路。首先基于物联传感设备实现雨水情、坝体安全感知,然后通过构建室内外一体化精细三维模型搭建统一时空数据底座,实现视频监控与三维模型的融合,最后基于AI技术实现入侵检测,构建小型水库动态监管云平台。数字孪生技术能够为水库大坝提供全面的实时监测信息,实现实时连接与动态交互。本文初步探讨了数字孪生技术在水库大坝管理中的应用,可为小型水坝状态感知与安全管理提供参考。 相似文献