基于无人机影像的城市植被精细分类

针对传统植被资源调查方法工作量大、成本高、效率低的问题,利用高分辨率无人机遥感影像,联合地物光谱-纹理-空间信息,构建了一种适用于描述城市不同植被种类的多维特征空间,在此基础上对三种应用广泛的分类算法(基于像素的、面向对象的支持向量机及深度学习Mobile-Unet语义分割模型)开展了对比分析研究.结果表明:本文提出的联合地物光谱-纹理-空间信息的特征空间构建方法能够有效地描述城市不同类型植被的特征差异,提升影像分割、植被分类的精度;在分类精度上,基于像素和面向对象的支持向量机分类结果的总体精度均超过90%,深度学习方法的总体分类精度为84%;在算法效率上,传统机器学习方法也优于深度学习方法.因此,得出结论针对城市小区域、小样本的植被精细分类,传统机器学习分类方法比深度学习方法效果更好.     

长江中下游河道与岸线演变特点

分析了长江中下游河道岸线变化的主要因素，它们分别是河岸崩塌，泥沙淤积及人类活动等，其中河岸崩塌是河道岸线演变的最主要原因。总的来说长江中下游干流河势是稳定的，但五个河段有各自演变特点和规律，其中宜昌－枝城段河道与河床比较稳定，岸线顺直，但葛洲坝和三峡水利枢纽建成后对河床的冲刷作用较大；荆江段是长江著名的河曲段，其冲淤变化较大；城陵矶至湖口段为节点和分汊河床组成，一般来说节点较为稳定，而分汊河床不太稳定，湖口至江阴河段岸线一般较为稳定，但弯道河床变化较大；河口段不但受江流作用影响，还受潮流与波浪等共同影响，所以河口河床演变迅速，主要表现为汊道主泓迁移摆动。     

Scientists as Stakeholders in Conservation of Hydrothermal Vents

Abstract: Hydrothermal vents are deep‐sea ecosystems that are almost exclusively known and explored by scientists rather than the general public. Continuing scientific discoveries arising from study of hydrothermal vents are concommitant with the increased number of scientific cruises visiting and sampling vent ecosystems. Through a bibliometric analysis, we assessed the scientific value of hydrothermal vents relative to two of the most well‐studied marine ecosystems, coral reefs and seagrass beds. Scientific literature on hydrothermal vents is abundant, of high impact, international, and interdisciplinary and is comparable in these regards with literature on coral reefs and seagrass beds. Scientists may affect hydrothermal vents because their activities are intense and spatially and temporally concentrated in these small systems. The potential for undesirable effects from scientific enterprise motivated the creation of a code of conduct for environmentally and scientifically benign use of hydrothermal vents for research. We surveyed scientists worldwide engaged in deep‐sea research and found that scientists were aware of the code of conduct and thought it was relevant to conservation, but they did not feel informed or confident about the respect other researchers have for the code. Although this code may serve as a reminder of scientists’ environmental responsibilities, conservation of particular vents (e.g., closures to human activity, specific human management) may effectively ensure sustainable use of vent ecosystems for all stakeholders.     

SMW围护结构的深基坑隆起变形有限元分析

影响基坑基底隆起的因素存在极大的模糊性和随机性,基底隆起变形量的计算是一个复杂的非线性过程,而采用有限元法对基坑基底隆起变形量进行分析是个有效的途径。本文以上海某深基坑为例,基于ABAQU S软件对该基坑基底隆起变形量进行有限元分析。研究表明,基底隆起最大变形量发生在离基坑侧壁约以SMW围护桩入土深度为半径的圆内侧。本文将为基坑隆起问题的定量研究提供有价值的参考。     

THE DISCHARGE OF SEDIMENT IN CHANNELIZED ALLUVIAL STREAMS1

ABSTRACT: Approximately 400 million cubic feet of channel sediments have been delivered to the Mississippi River from the Obion-Forked Deer River system in the last 20 years. The discharge of sediment from these channelized networks in West Tennessee varies systematically with the stage of channel evolution. Variations in yields over time reflect the shifting dominance of fluvial and mass-wasting processes as the networks adjust to lower energy conditions. Maximum bed-material discharges occur during the initial phases of degradation (Stage III). In contrast, yields of suspended-sediment peak during the threshold stage (Stage 1V: large-scale mass wasting) as sediments are delivered from main-channel banks and tributary beds. Suspended-sediment yields then decrease as aggradation (Stage V) becomes the dominant trend in the main channels, but remains relatively high through restabiliza-tion (Stage VI) because of continued degradation and widening in the tributaries. Bed-material discharges decrease from the degradation stage (III) to Stage V, and increase again during restabiliza-tion (Stage VI) because secondary aggradation increases gradients and incipient meandering serves to rework bed sediments. This secondary maxima in bed-material discharge is analogous to those described previously as complex, or oscillatory, response. The trends of sediment production and transport described from these rejuvenated networks are in agreement with experimental and theoretical results of earlier investigations.     

关于综合成形指标F值的评价

简要介绍了 F_(81)、F_(835)、F_(838)、F_(881)和F_(882)的定义及测试方法,并用具体数据加以说明。F 值是薄钢板的成形性优劣性指标,具有方向性。其中,F_(81)在评定不同板厚、不同冲压级别的薄钢板成形性能时,显得更为敏感;而F_(83)系列(包括 F_(881)、F_(882)),由于采用同一结构形式的公式,只是因 A 的测试方法不同,对 F 值有微小的影响。F_(88)测试方法简便、准确并易于实现自动化,具有在大生产中应用的前景。     

深水型水库热分层诱导水质及真菌种群结构垂向演替

水体真菌种群在调控水库生态系统健康过程中发挥重要作用,为探明热分层诱导深水型水库水体真菌种群结构垂向演替特征,采集金盆水库主库区0.5、10、25、40、60和70 m水深水样,分析水质参数、并运用高通量DNA测序技术诊断水库水体真菌种群结构垂向异质性.结果表明,金盆水库表层水温最高为22.33℃,底层最低为7.21℃(P0.05).水体溶解氧(DO)随水深增加显著降低(P0.05),电导率、总磷(TP)和铁含量随着水深增加显著升高(P0.05),垂向形成稳定的变温层、斜温层和等温层结构.水体真菌种群高通量DNA测序共发现1 247个OTUs,隶属4门14纲39属,主要包括接合菌门(Zygomycota)、担子菌门(Basidiomycota)、子囊菌门(Ascomycota)和壶菌门(Chytridiomycota).等温层水体真菌种群Shannon指数和Chao 1多样性指数最高,分别为3.45和360,显著高于斜温层水体(P0.05).红酵母属(Rhodotorula,27.23%)、链格孢属(Alternaria,24.28%)、分子孢子菌属(Cladosporium,22.98%)、链格孢属(Alternaria,32.00%)、亚隔孢壳属(Didymella,17.47%)和分子孢子菌属(Cladosporium,28.17%)分别是0.5、10、25、40、60、70 m的优势菌属,不同水深均存在大量未知真菌(Unclassified).热图(heat map)结果表明,热分层期间金盆水库水体真菌种群结构垂向分布差异显著、不同水层具有不同的真菌种群结构.主成分分析(PCA)表明水温、DO、TP、电导率是调控水体真菌种群结构垂向异质性的主要水质因子.该研究结果为水源水库热分层期间水质与真菌群落的偶联机制提供科学依据.     

二氧化硫胁迫下拟南芥miRNA表达谱分析

以拟南芥为材料,利用高通量测序技术并结合生物信息学分析方法,检测二氧化硫(SO_2)处理后拟南芥植株的小分子RNA表达谱,筛选SO_2胁迫响应microRNAs(miRNAs)分子,研究植物miRNAs对逆境胁迫的应答机制.结果发现,30 mg·m~(-3) SO_2处理72 h后,拟南芥地上组织小分子RNA长度分布发生改变,在对照组和SO_2组中均有大量特有的小分子RNA序列,说明SO_2胁迫可诱导拟南芥小分子RNA的表达改变.SO_2胁迫诱导186个保守miRNA和16个新miRNA分子差异表达,其靶基因主要涉及转录调控、信号转导、代谢、刺激响应等生理过程.差异表达的miR160和miR393可通过生长素信号途径调控植株生长发育,参与植物对SO_2的胁迫响应.本研究揭示了植物中参与SO_2胁迫应答的miRNA种类及作用机制,进一步阐明了miRNAs在植物抗逆应答过程中的作用.     

西安地铁车站深基坑变形规律FLAC模拟研究

开展西安地铁深基坑变形规律理论与监测的研究对指导西北地区深基坑信息化施工具有重要价值。本文以西安地铁2号线某车站深基坑工程为背景,完成了车站深基坑施工监测方案设计,对深基坑施工过程进行了FLAC计算模拟,重点研究了桩体变形、钢支撑轴力、基坑周边地表变形规律。结果表明,复杂环境下城市地铁车站站深基坑明挖施工时,现场监测是信息化安全施工的保证,采用钻孔灌注桩和钢支撑的复合围护方案作为车站深基坑的围护结构是合理的,土方分层开挖方式和钢支撑预应力施加是减少空间效应保证安全施工的重要措施。桩身水平位移特别是桩顶水平位移是围护结构变形特性的直接反映,围护桩变形最大的地方为基坑中部到三分之二基坑深度处。基坑围护结构附近的地面隆起量明显小于基坑中部的隆起量,随着开挖深度增大,隆起量逐渐由基坑中部最大转变为两边大中间小的型式。     

深井开采巷旁充填沿空留巷围岩活动规律研究

随着我国煤矿开采深度的逐年增加,瓦斯含量逐渐增大且赋存异常,回采工作面瓦斯超限问题严重威胁着煤矿的安全生产,而沿空留巷则是解决工作面瓦斯超限问题的最有效途径,但沿空留巷顶板稳定性控制问题则制约了沿空留巷技术在我国更广泛地推广应用。本文以顾桥矿1115(1)采煤工作面沿空留巷的成功案例为背景,全面研究分析了沿空留巷围岩活动的基本规律,对类似条件下的沿空留巷围岩控制具有重要的指导意义,使沿空留巷技术在我国得到更广泛的推广应用具有积极的现实意义。