基于光谱空间密度分析的边缘提取

针对传统的边缘提取方法大部分不适应高光谱数据的特点，提出了基于光谱空间密度分析边缘提取的思想。在分组主分量变换提取第一主分量作为特征维的基础上，采用面向对象的二次判别边缘的方法，通过立体判决将光谱空间中低密度超椭球体集群视为真实边缘点集群。试验表明，此方法是合理可行的。     

郑州市首眼深层地热井成井工艺

介绍了郑州首眼深层地热勘探井的成井工艺。突破了常规成井技术环节，尤其对于深部弱渗透层成井更值得借鉴。     

某千米地热井水质变化的处理对策

郑州市某千米地热井水温、水量及水质发生变化，，采用修补及酸化处理的工艺，处理后水温、水量及水质均达到了要求。介绍了处理技术及处理效果。     

彝族撒尼人原始宗教中的生态伦理观--以石林圭山海宜老寨为例

人类的生存和发展离不开自然生态环境。当今,由于人为的原因,生态危机已成为全球性的环境问题。环境保护迫在眉睫。而一些原住民族却拥有一套颇为有效的环境保护知识体系。作为传统生态伦理主要载体的神山森林,在石林圭山海宜老寨的环境保护中起着重要作用。从生态人类学的视角出发,初步探讨了彝族撒尼人原始宗教中的生态伦理观,展现了撒尼人原始宗教中所包含的丰富的环境价值观念,揭示了撒尼人生态环境保护的奥秘。     

基于无机成因的油气勘查概念模型(BRCF)

基于超基性岩蛇纹石化成油理论,根据构造条件和沉积条件,提出了石油勘查概念模型——"BRCF"模型:B代表侵入地壳超基性岩;R代表储油层;C代表盖层;F代表深大断裂。运用该模型分析了波斯湾地区油气田和中国典型油气田油气成藏规律,并预测了中国大陆油气勘查靶区。     

中咀湾避风港工程波浪分析及其应用

中咀湾是一个天然的避风良港,一般情况下外海波浪影响很小,主要受局部风场产生的局部风浪影响。本文采用曹宏生在Massel的扩展缓坡方程基础上推导出来的考虑陡变地形和能量耗散效应的缓坡方程为控制方程,结合固边界的反射边界条件,构成波浪传播变形的联合折射、绕射和反射的数学模型。文中将此方法运用在中国台州市大陈岛中咀湾避风港中,用波浪数学模型计算极端高水位和设计高水位时3种波况分别在3组重现期时工程海域的波浪要素,提供防波堤的堤前波高,并分析比较此处实心式和透空式防波堤的防浪性能。     

皱纹盘鲍野生与养殖群体微卫星标记遗传变异研究

采用7个微卫星标记对辽宁大连、山东烟台、荣城、崂山和胶南5个皱纹盘鲍养殖群体,以及山东长岛、荣城、日本岩手、韩国仁川4个皱纹盘鲍野生群体进行了群体遗传多样性与遗传分化的研究.结果表明,从等位基因数与杂合度上分析,养殖群体(N=8.0～9.4,He=0.754～0.787)遗传多样性显著低于野生群体(N=11.3～15.0,He=0.821～0.866);等位基因频率分布揭示出野生群体中一些稀有等位基因在养殖群体中有所丢失;亲鲍选用数量少与性别比例不均衡可能是产生养殖群体中遗传多样性显著减少的原因.通过对等位基因频率比较分析,5个养殖群体之间以及养殖群体与野生群体之间观察到显著差异的Fst与Rst值,野生群体之间日本群体Fst与Rst值与其他3个野生群体差异显著,群体间存在遗传分化;养殖群体间遗传距离与地理距离不相关,可能是皱纹盘鲍育苗过程中亲鲍和苗种频繁交流所造成的结果;日本群体与其他3个野生群体间存在显著遗传分化与皱纹盘鲍短暂的浮游期与有限的扩散能力有关.     

基于NiosII的远程温度监控系统

介绍一种嵌入式远程温度监控系统。系统采用Dallas单线数字温度传感器DS18B20采集现场温度数据,采用NiosII作为上位机且配置成嵌入式服务器,构成远程温度控制系统。借助互联网,实现对温度进行远程监控。与传统温度监控系统比较采用了嵌入式的服务器,减小硬件体积,提高了实时性。并给出该系统的硬件原理图和程序流程图。     

Morphodynamics of an Artificial Cobble Beach in Tianquan Bay,Xiamen, China

By tracking and monitoring the profile configuration, topography, and hydrodynamic factors of an artificial cobble beach in Tianquan Bay, Xiamen, China over three consecutive years after its completion, we analyzed the evolution of its profile configuration and plane morphology, and its storm response characteristics. The evolution of the profile configuration of the artificial cobble beach in Tianquan Bay can be divided into four stages. The beach was unstable during the initial stage after the beach nourishment the profile configuration changed obviously, and an upper concave composite cobble beach formed gradually, which was characterized by a steep upper part and a gentle lower part. In the second stage, the cobble beach approached dynamic equilibrium with minor changes in the profile configuration. At the third stage the beach was in a high-energy state under the influence of Typhoon Meranti, and the response of the artificial cobble beach differed significantly from that of the low-tide terrace sandy beach. Within a short time, there was net onshore transport of cobbles in the cross-shore direction. The beach face was eroded, the beach berm was accumulated, and the slope of the beach was steepened considerably. In the alongshore direction, there was notable transport of cobbles on the beach from east to west along the shore, and the total volume of the beach decreased by 4.5×103 m~3, which accounted for 50% of the total amount of beach volume lost within three years. The fourth stage was the restoration stage after the typhoon, characterized by a little gentler profile slope and the increase in width and the decrease in height of beach berm. Because of the action of waves and the wave-driven longshore current caused by the specific terrain and landform conditions along the coast(e.g., coastal headlands, near-shore artificial structures, and reefs), the coastline of the artificial cobble beach gradually evolved from being essentially parallel to the artificial coast upon completion to a slightly curved parabolic shape, and three distinct erosion hotspots were formed on the west side of the cape and the artificial drainpipe, and the reefs. Generally, the adoption of cobbles for beach nourishment on this macro-tidal coast beach with severe erosion has yielded excellent stability and adaptability.     

基于多源卫星遥感数据的安达曼海及其邻近海域内波分布特征分析

安达曼海是内波频繁发生的海区之一,对其内波的研究是当今海洋研究的热点。本文利用2013—2016年间覆盖整个安达曼海的3 000多幅Terra/Aqua MODIS、GF-1、Landsat-8、Sentinel-1 等卫星遥感图像,从中提取和解译了内波波列线和波向信息,得到安达曼海海洋内波的时间分布特征,并绘制了内波空间分布图。结果表明,安达曼海及其邻近海域内波主要出现在4个区域:苏门答腊岛以北海域、安达曼海中部海域、安达曼海北部海域以及尼科巴群岛以西海域,尺度较大的内波主要分布在苏门答腊岛以北海域和安达曼海中部海域。在时间分布上,2013—2016年间安达曼海内波的年发生次数相近;在热季、雨季及冬季遥感都能观测到内波的发生;2-4月遥感观测到的内波最多,其次为8、9月,7月遥感观测到的内波较少,这可能是由于雨季光学影像受云影响,安达曼海海域晴空影像过少造成,还需要借助更多的遥感影像进一步证明。在波向上,安达曼海多数内波向岸传播,在苏门答腊岛北部、安达曼海中部海域,内波向东或向东南传播;在安达曼群岛东部,内波向东传播,传播一定距离后与海底地形交互作用,一部分继续向前传播,一部分产生反射,向西南方向传播至安达曼群岛;在尼科巴群岛以西海域,内波由尼科巴群岛向孟加拉湾传播。