福建中亚热带天然阔叶用材林择伐技术Ⅰ.基于树种特征的目标树种清单

依据树种的最大直径、干形、枝下高、生长快慢、木材价值、保护等级等6个重要特征指标,参照各指标的标准,筛选出福建中亚热带天然阔叶用材林目标树种,共计26科62属79种,其中针叶树种15种、阔叶树种64种,优质目标树种39种、良好目标树种29种、特殊目标树种11种。     

A Comparative Study of Various Supervised Learning Approaches to Selective Omission in a Road Network

Selective omission is necessary for road network generalisation. This study investigates the use of supervised learning approaches for selective omission in a road network. To be specific, at first, the properties to measure the importance of a road in the network are viewed as input attributes, and the decision of such a road is retained or not at a specific scale is viewed as an output class; then, a number of samples with known input and output are used to train a classifier; finally, this classifier can be used to determine whether other roads to be retained or not. In this study, a total of nine supervised learning approaches, i.e., ID3, C4·5, CRT, Random Tree, support vector machine (SVM), naive Bayes (NB), K-nearest neighbour (KNN), multilayer perception (MP) and binary logistic regression (BLR), are applied to three road networks for selective omission. The performances of these approaches are evaluated by both quantitative assessment and visual inception. Results show that: (1) in most cases, these approaches are effective and their classification accuracy is between 70% and 90%; (2) most of these approaches have similar performances, and they do not have any statistically significant difference; (3) but sometimes, ID3 and BLR performs significantly better than NB and SVM; NB and KNN perform significantly worse than MP, SVM and BLR.     

水声学方法对黄河口水下底坡失稳现象研究

对黄河三角洲东北部地区的高分辨率水声学资料进行了综合研究。根据所记录的破坏土体变形程度、运动产生的平面形状和地貌特征形态,对土体失稳过程进行分类：浅表土体变形、塌陷凹坑、滑坡和沉积物重力流。结果表明：（１）浅表土体形变的变形程度最低,出现在研究区斜坡上部平滑海底,主要为绳网状泄水构造和表层拉张裂隙。（２）塌陷凹坑在研究区内广泛出现,是局部土体液化后发生了垂直沉降的结果。（３）滑坡多发生在水下斜坡的中上部,由弧形塌陷区、狭窄的冲沟通道和负地形沉积物堆积区组成。滑坡陡坎后缘发现拉张裂隙。（４）沉积物重力流是土体发生变形程度最大,搬运距离最长的土体破坏变形形式。局部区域多次受到沉积物重力流切割和充填作用。     

煤层气成藏的宏观动力能条件及其地质演化过程--以山西沁水盆地为例

煤层气成藏维系于其能量平衡系统,宏观上受控于“四场互动”过程,核心是能量的有效传递及其地质选择过程。以沁水盆地为例,对构造动力能、热动力能、地下水动力能等宏观动力能的地质演化过程进行了深入探讨,阐明了不同宏观动力能对煤层气成藏的控制作用。结果表明:研究区构造动力能及其演化总体经历了4个阶段;热动力能及其演化和由其控制的煤化作用同样经历了4个阶段;地下水动力能及其演化包括3个阶段。其中,燕山中期的剧烈岩浆活动是宏观动力能条件演化的关键时期。以构造动力能为主线,将其他能量场贯穿起来,可知宏观动力能与煤层气成藏之间的耦合关系如下:盆地北部阳泉—寿阳区域,是煤层气成藏有利区域之一,但不利于煤层气高产;盆地南部晋城—阳城及沁水北部区域,不仅是煤层气成藏有利区域,而且利于煤层气高产;盆地中部沁源地区是煤层气成藏和高产的有利区域;盆地东部的屯留—襄垣区域是煤层气成藏有利区域之一,但不利于煤层气高产。     

海洋中型浮游动物的选择性摄食对浮游植物群落的控制

海洋中型浮游动物的选择性摄食很大程度上影响着浮游植物种群的变化,控制着海洋初级生产力的节律、规模和归宿。从海洋中型浮游动物选择性摄食对有害藻华的控制、中型浮游动物的选择性摄食机制、中型浮游动物选择性摄食的研究方法和中型浮游动物的选择性摄食模型四个方面探讨了中型浮游动物选择性摄食对控制浮游植物种群演替的贡献,为进一步预测和控制有害藻华发生提供科学依据。     

选择性滤波同位网格有限差分法在地震波数值模拟中的应用.

引入计算空气声学领域的选择性滤波同位网格有限差分算法（SFFD法）用于二维地震波数值模拟．SFFD法使用经过优化的11点DRP同位网格差分格式,对空间一阶导数进行离散近似,同时采用选择性滤波方法来消除同位网格差分所产生的格点高频振荡,它既提高了数值模拟的精度, 又保证了求解过程的稳定性．数值实验结果表明,SFFD法能够达到O(Delta;x8, Delta;t4)阶交错网格算法同样的精度,同时该方法还具有很强的适应性,能够应用于存在着强泊松比差异的介质模型中,完整地模拟地震波传播过程中各类型的波场,并且对复杂非均匀介质的适应能力也很好．此外,由于避免了交错网格算法在曲线坐标系和一般各向异性介质的数值模拟时所需进行的复杂的插值运算, SFFD法在这些问题上也有着很好的应用前景．      

Distance,time and scale in soil erosion processes

This commentary brings together, as a virtual Special Issue, a number of recent papers in Earth Surface Processes and Landforms that are all related to issues of scale in soil erosion. Empirical concepts that were developed in the 1940s are now in need of re‐thinking, and papers are increasingly exploring, through modelling and measurement, appropriate ways to recognize the mechanisms that connect processes across time and space scales. Issues include a more nuanced approach to selective transportation, responses to variability in surface and sub‐surface conditions and the need to analyse measurements in ways that can be transferred between sites and storms. Copyright © 2010 John Wiley & Sons, Ltd.     

Evolution of an advancing gravel front: observations from Vedder Canal,British Columbia

Channelization of the lowermost part of Vedder River in 1922 initiated a natural experiment relevant to the unresolved question of how abrupt gravel–sand transitions develop along rivers. The new channel (Vedder Canal) had a fine bed and a much lower slope than the gravel‐bed river immediately upstream. Changes in morphology and sedimentology as gravel advanced into and along the Canal are documented using air photos, historical surveys, and fieldwork. The channel aggraded and steepened until stabilized by occasional gravel extraction in recent decades. The deposited material fines progressively along the Canal but the gravel front has retained an abrupt appearance because it has advanced by the sequential development of discrete gravel tops on initially sandy alternate bars. Near the gravel front the bed is highly bimodal and there is a sharper drop in the extent of gravel‐framework surface facies than in bulk gravel content. Ahead of the front, gravel is restricted to thin ribbons which often become buried by migrating sand. Calculations show that even though the gravel bed at the head of the Canal is almost unimodal, size‐selective transport during floods can account for the strong bimodality farther downstream. Copyright © 2011 John Wiley & Sons, Ltd.