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241.
ZHONG Yi CHEN Zhong GONZALEZ Francisco Javier ZHENG Xufeng LI Gang LUO Yun MO Aibin XU Antao WANG Shuhong 《海洋学报(英文版)》2018,37(7):41-54
Ferromanganese nodules and crusts contain relatively high concentration of rare earth elements(REE) and yttrium(REY),with a growing interest in exploitation as an alternative to land-based REY resources.On the basis of comprehensive geochemical approach,the abundance and distribution of REY in the ferromanganese nodules from the South China Sea are analyzed.The results indicate that the REY contents in ferromanganese deposits show a clear geographic regularity.Total REY contents range from 69.1×10~(–6) to 2 919.4×10~(–6),with an average value of 1 459.5×10~(–6).Especially,the enrichment rate of Ce content is high,accounting for almost 60% of the total REY.This REE enrichment is controlled mainly by the sorption of ferromanganese oxides and clay minerals in the nodules and crusts.Moreover,the total REY are higher in ferromanganese deposits of hydrogenous origin than of diagenetic origin.Finally,Light REE(LREE) and heavy REE(HREE) oxides of the ferromanganese deposits in the study area can be classified into four grades: non-enriched type,weakly enriched type,enriched type,and extremely enriched type.According to the classification criteria of rare earth resources,the Xisha and Zhongsha platform-central deep basin areas show a great potential for these rare earth metals. 相似文献
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同城化背景下城市建设用地的时空变化,对于城市制定科学规划、促进地区可持续发展具有重要意义。本文以遥感影像为主要数据源,提取3个时期太原市城区和榆次城区建设用地信息,分析了研究区建设用地扩张的区域以及时空动态变化特征;利用相关的统计数据,采用灰色关联度模型,探究研究区建设用地扩张的主要驱动因素。结果表明:研究区的建设用地面积不断扩张。研究区太原部分的建设用地重心先向西北再向东南迁移,研究区榆次部分的建设用地重心整体向西北方向迁移。研究区建设用地扩张主要受城镇化水平、经济发展水平、产业结构、政策因素和交通因素等5个因素影响,但各个因素对建设用地扩张的推动力大小不同。 相似文献
244.
Cuiping Kuang Yue Ma Binyu Wang Jueyi Sui Jie Gu Jianhui Liu Gang Lei 《中国海洋大学学报(英文版)》2018,17(6):1290-1300
Breakwaters can be used as artificial headlands in beach nourishment to mitigate coastal erosion. Longfengtou Beach, located on the southwest coast of Haitan Bay facing the Taiwan Strait on the northeast, suffers severe erosion, where the monsoon causes significant season hydrodynamic variations. Headland breakwaters are intended to be employed to mitigate coastal erosion. A 2D sediment transport model is established using MIKE21 based on current-wave coupling and calibrated by measured data. Summer and winter wave conditions are chosen as characteristic weak and strong waves respectively. The numerical results of suspended sediment concentration and seasonal morphological evolution are compared under the conditions with and without the headland breakwaters. Sediment transport in summer can be regarded as mainly determined by current field, while in winter wave effect is strong enough to change current field. The northern breakwater, nearly perpendicular to the ebb current direction, obstructs the currents and decreases velocity of the ebb currents, and confines the water carrying sediments within the protection area during the flood period. The southern breakwater also breaks the waves in advance and significantly reduces the hydrodynamic effects during the flood period and maintains high suspended sediment concentration in the protection area. In general, two headland breakwaters decrease the erosion near the beach and enlarge the deposition area, which play a significant role in prevention of sediment loss in nearshore area and mitigate coastal erosion. 相似文献
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海滩排水管建设对海滩环境影响较大。以厦门会展中心连岛沙坝式排水管头工程影响海滩演变为例,研究连岛沙坝式海滩排水管头对海滩地形稳定性和沉积的影响。1)通过对研究区连岛沙坝式管头附近海滩10条剖面进行分析,研究管头附近海滩滩肩宽度、滩面坡度和单宽留存沙量等剖面形态变化特征。测量数据分析表明,无管头保护滩面高程降低,滩面坡度总体变陡,滩肩蚀退严重;受管头保护滩面高程上升,坡度变缓,滩肩宽度略有减小,剖面单宽沙量留存比例大于1。2)2012-2016年多期岸线及管头边界线变化结果表明,工程施工后,排水管身始终被沙体覆盖,一年后部分管头被沙体覆盖,最终管头被覆盖率稳定在70%以上。3)会展管头附近海滩潮上带和高潮带沉积物自北向南运移,低潮带则相反;潮上带和中潮带上部沉积物从管头所在"连岛沙坝"向两侧海滩输移,而低潮带和中潮带下部输移方向相反。沉积物粒径由岸向海逐渐变粗,越靠近管头,沉积物粒径呈变细趋势。最后讨论了引起管头局部海滩地形地貌变化的主要因素。 相似文献
246.
The sky brightness is a critical parameter for estimating the coronal observation conditions for a solar observatory. As part of a site-survey project in Western China, we measured the sky brightness continuously at the Lijiang Observatory in Yunnan province in 2011. A sky brightness monitor (SBM) was adopted to measure the sky brightness in a region extending from 4.5 to 7.0 apparent solar radii based on the experience of the Daniel K. Inouye Solar Telescope (DKIST) site survey. Every month, the data were collected manually for at least one week. We collected statistics of the sky brightness at four bandpasses located at 450, 530, 890, and 940 nm. The results indicate that aerosol scattering is of great importance for the diurnal variation of the sky brightness. For most of the year, the sky brightness remains under 20 millionths per airmass before local Noon. On average, the sky brightness is less than 20 millionths, which accounts for 40.41% of the total observing time on a clear day. The best observation time is from 9:00 to 13:00 (Beijing time). The Lijiang Observatory is therefore suitable for coronagraphs investigating the structures and dynamics of the corona. 相似文献
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辽西凌源牛营子盆地晚三叠世--中侏罗世地层层序及区域对比 总被引:12,自引:0,他引:12
本文根据重新理清的辽西凌源牛营子盆地晚三叠世-中侏罗世地层层序及时代,讨论其区域地层对比.晚三叠世晚期的邓杖子组是一套崩滑流为主的碳酸盐角砾,其为区域印支期构造运动的造山记录,与京西、冀北杏石口组、辽西北票羊草沟组(坤头菠罗组)可以对比;早侏罗世水泉沟组与京西、冀北南大岭组、辽西北票兴隆沟组层位相当,且各组火山岩时代基本相同;中侏罗世早期郭家店组底部含煤段与京西上窑坡组、冀北下花园组中部、辽西北票组中上部植物组合面貌一致;中侏罗世中期郭家店组砾岩段是燕山期构造变形主幕的产物,北京西山龙门组、冀北下板城下花园组上部、辽西北票海房沟组都是该期的记录,层位相当;辽西中侏罗世中晚期蓝旗组底部的时代为158±1Ma,与京西、冀北髫髻山组安山岩的同位素年龄总体一致.这说明差异较大的燕山板内造山带三叠纪-中侏罗世盆地的沉积记录显示了相似的演化规律. 相似文献
250.
It is well known that pitting corrosion occurring on surface of hull structural plate will surely result in a significant degradation of the ultimate strength of the hull structural plate. This report aims at development of an assessing formula for ultimate strength of hull plate with pitting corrosion damage under the biaxial in-plane compression loading. The ultimate strength assessment model that is in terms of the corroded volume loss was deduced in theory, and which was then completed through numerical experiment by employing nonlinear finite element analyses for series of corroded plate models. Meanwhile, pitting corrosion in actual ship hull was analyzed and simulated, which ensured that all the assumptions for the finite element model parameters were in accord with the actual hull plate with pitting corrosion damage. Furthermore, the effects of plate slenderness, the linear factors at the plate edges and the ratio between the transverse and the longitudinal in-plane stresses on the ultimate strength reduction related to the corroded volume loss were discussed. The ultimate strength assessment formula being in terms of corroded volume loss developed in this research is expected to be applicable to assess the ultimate strength of the hull structural plate with pitting corrosion damage. 相似文献