浙江省衢州市上方镇重钙方解石矿工艺指标影响因素

重质碳酸钙的白度和色相值(Lab)是最重要的工业指标,但影响因素尚不清楚.本文通过扫描电镜、粉晶X射线衍射(XRD)和电感耦合等离子体发射光谱(ICP-OES)等分析手段,对浙江衢州上方镇的重钙方解矿石进行了研究,以期阐明重质碳酸钙白度和色相的影响因素.结果表明,矿石随研磨粒度的减小白度逐渐增加,在100～400目,白...     

隧道地震响应数值模拟研究

在进行隧道地震响应的数值模拟研究时, 横向计算范围和人工边界等对计算结果有很大的影响。本文以黄草坪隧道为研究对象, 应用有限差分程序FLAC3D对其进行地震响应的数值模拟研究, 将横向计算范围分别取为隧道洞径的5倍、6倍、7倍、8倍、9倍和10倍, 并分别采用FLAC3D中的截断边界、自由场地边界和粘性边界进行计算。研究结果表明, 当地震波为P波时, 横向计算范围取为洞径的7至8倍, 人工边界采用自由场地边界或粘性边界是比较合理的。      

江门市近45年的气候变化特征

对江门市1961~2005年的气候资料进行统计分析,结果表明,江门市45年来年平均气温以0.023 8℃/年的趋势变暖,20世纪90年代末到21世纪初增暖达到最强。平均气温年代际变化与全球同步,尤其是冬季增暖明显。年降水量总趋势以1.57 mm/年的变化率减少,与我国近40年来的降水倾向率变化趋势相同,降水整体变化不明显,但有明显的阶段性,多雨与少雨期交替变化。气候极端事件出现的频率有增加的趋势。     

基于不同摩擦系数水平的滑移隔震体系的相对输入能量与绝对输入能量的差异性分析

定义了能量变化率指标,以简谐激励作用下的滑移隔震结构为例,探讨了摩擦系数对滑移隔震结构能量变化率指标的影响,通过对这些能量指标的研究,分析了系统的相对输入能量和绝对输入能量的差异性随摩擦系数的变化规律,为后续研究提供理论依据。     

3D Step-by-step inversion strategy for audio magnetotellurics data based on unstructured mesh

A three-dimensional (3D) step-by-step inversion strategy for audio magnetotellurics(AMT) is investigated in this study.The objective function is minimized by it...     

初夏孟加拉湾低压与云南雨季开始期

通过对46年(1961—2006年)的初夏(4月21日~5月31日)孟加拉湾低压的研究,发现影响云南雨季开始期的初夏孟加拉湾低压系统源地大致位于9°~12°N,88°~91°E之间,较强的低压系统从源地移出后分别沿着两条路径影响云南,这两条路径对应着不同强弱的南亚高压环流。初夏孟加拉湾低压出现频率与云南雨季开始早晚有明显的负相关关系。前期3月中南半岛附近海域的对流强(弱),则有(不)利于初夏孟加拉湾地区产生低压系统。初夏孟加拉湾低压与前期南印度洋海温呈负相关,当南印度洋海温下降(上升)时,有(不)利于孟加拉湾地区对流加强、低压系统生成。     

云南热区≥10℃和≥18℃年积温及日数的分布规律研究

云南热区以其独特的自然地理条件,在我国热区的研究与开发中占有极其重要的地位。利用云南实测地面气温资料等,采用线性回归及残差分析等分析方法,分析了云南热区森林生态系统≥10℃积温及其日数、≥18℃积温等热量指标在不同地区的空间分布规律及原因。结果表明,云南热区不同区域≥10℃积温及其日数、≥18℃积温等热量指标都有明显的空间差异。根据这些划分热量带的基本指标,以及热区分布县市的最低海拔和增温或降温的效应,对其热区分布的海拔上限进行了估测,为准确确定云南热区分布的空间格局及各县市热带和南亚热带的热区范围及热区的主要特性提供了依据。     

1961—2017年北疆初终霜日及霜期时空变化特征

利用1961—2017年北疆37个地面气象站逐日最低气温观测资料,结合常规气象统计方法,分析北疆地区初、终霜日和霜期的时空演变特征.结果表明:(1)北疆平均初霜日以2.2 d·(10a)-1速率推迟;平均终霜日以1.7 d·(10a)-1速率提前;平均霜期以3.9 d·(10a)-1速率缩短;初、终霜日和霜期的主周期均...     

山普拉墓地出土眼珠的结构工艺研究

新疆和田地区的山普拉墓地位于古丝绸之路南线的洛浦县城西南14公里处.20世纪80年代,考古人员对山普拉墓地进行多次发掘,其中玻璃珠类共计发现1369颗.本文主要以X射线CT技术为基础,对其中具有典型性代表的4颗蜻蜓眼玻璃珠从玻璃眼珠的基体、眼部装饰、气孔和珠孔等方面进行了深入分析,从而推测了最晚公元4世纪的历史背景下,...     

Urban planning construction land standard and its revision based on climate and topography in China

Urban planning construction land standard is the technical specification for scientifically allocating various types of urban construction land, and it is the basis for drawing up and revising the overall urban planning scheme. Considering China's current urban planning construction land standard, many problems exist, such as the gap in the land use control threshold, the lack of regional differences in the climate revision, and failing to consider the topographic factors. To resolve these problems, this study proposed a step-by-step process framework and quantitative calculation method for the establishment and revision of standards in accordance with the principle of Total-Structure control. By setting the conditions, a universal basic standard for construction land was established. Quantitative analysis was then conducted on the relationship between the basic standard and the selected key indicators, such as urban population size, sunshine spacing coefficient, the width of river valleys or inter-montane basins, and terrain slope, among others. Finally, revised standards were formed for climate conditions, topography, and geomorphologic conditions, which were matched with the basic standards. The key results are three-fold:(1) The per capita construction land standard of 95 m~2/person can be used as the total indicator of China's urban planning basic standard, and the corresponding per capita single construction land comprises 32.50% of residential land, 7.42% of public management and public service land, 22.50% of industrial land, 17.50% of transportation facilities, 12.50% of green space, and 7.58% of other land-use types. The results of the revision of the urban population size indicate that the difference in population size has little effect on the total amount of per capita construction land.(2) The climate revision results of per capita residential land and per capita construction land in major cities reveal that the revised climate value varies greatly between north and south China. The revised climate values of the per capita area of construction land vary by latitude as follows: the value at 20°N is 93 m~2/person, the value at 30°N is 97 m~2/person, the value at 40°N is 103 m~2/person, and the value at 50°N is 115 m~2/person. The basic standard land value of 95 m~2/person is generally distributed across the Xiamen-Guilin-Kunming line.(3) The cities located in mountainous areas, hilly valleys, or inter-montane basins can reduce the allocation of community parks and comprehensive parks when the average width of an existing river valley or inter-montane basin is less than 2 km. When the average width of the valley or inter-montane basin is between 2 km to 4 km, the allocation of the comprehensive parks can be reduced. The revised results of per capita sloping construction land reveal that the terrain slope greatly affects the revised value of per capita construction land. Specifically, the revised value at 3° is 3.68% higher than the basic standard value, and the increase rates at 8°, 15°, and 25° are 11.25%, 26.49%, and 68.47%, respectively.