Local and landscape effects on spatial patterns of mangrove forest during wetter and drier periods: Moreton Bay,Southeast Queensland,Australia     

L. Eslami-Andargoli  P.E.R. Dale  N. Sipe  J. Chaseling 《Estuarine, Coastal and Shelf Science》2010

Land use/cover and mangrove spatial changes were assessed for ten sites and their sub-catchments in Southeast Queensland, Australia. Two time periods were involved: 1972–1990, a period of relatively high rainfall, and 1990–2004, which was significantly drier. Aerial photographs and Landsat satellite imagery were used to map the inter-tidal wetlands and classify the land use/cover in the sub-catchments. A Maximum Likelihood Classification was used to map three types of land cover: agriculture, built-up and plantation forest. Mangroves (mainly Avicennia marina) were the focus as they have been recorded over recent decades encroaching into salt marsh. The Mangrove-Salt marsh Interface (MSI) Index was developed to quantify the relative opportunity for mangroves to expand into salt marshes, based on the shared boundary between them. The index showed a consistent relationship with mangrove expansion and change. To address problems of high dimensionality and multi-collinearity of predictor variables, a Partial Least Squares Regression (PLSR) model was used. A key finding of this research was that the contribution of environmental variables to spatial changes in the mangroves was altered following a reduction in rainfall. For example, agriculture had more influence on mangrove expansion and change during the wet period than during the dry period.  相似文献   

On the hydraulic intake shape factor for a circular opening located at an impervious boundary: Influence of inclined stratification     

A. P. S. Selvadurai 《国际地质力学数值与分析法杂志》2011,35(6):639-651

In this paper, we develop an exact closed form solution for a circular entry point located at the interface between an impermeable material and a stratified porous medium, where the principal plane of hydraulic isotropy is inclined to the interface. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

On the relation between the evolution of natural environment and human factors and the development of urban settlement—Take the Lanzhou Valley Basin as an examples     

Xiaowei Xian  Linyuan Zhang  Nanshan Ai  Wohlke Wihelm 《中国地理科学(英文版)》1991,1(1):42-53

Lanzhou Valley Basin is composed of two smaller diamond-shaped basins striking from NW to SE and including 6 river terraces. The lower terraces remaining even and smooth are main sites for city buildings. The main function of Lanzhou urban settlement is a ferry and transport centre. Lanzhou used to be an important crossing site and post on the “silk road”, and then became a transport and trade centre in Northwest China. In the middle part of the 17th century, Lanzhou became the capital of Gansu, a new province. The development process of Lanzhou urban settlement indicates that urban settlement is a system consisting of natural environment and human society based on the former.  相似文献   

A theory of pressure sensor performance in snow     

Jerome B. Johnson 《水文研究》2004,18(1):53-64

A theory of pressure sensor response in snow is derived and used to examine the sources of measurement errors in snow water equivalent (SWE) pressure sensors. Measurement errors in SWE are caused by differences in the compressibility of the pressure sensor and the adjacent snow layer, which produces a shear stress along the perimeter of the sensor. When the temperature at the base of the snow cover equals 0 °C, differences in the snowmelt rate between the snow–SWE sensor interface and the adjacent snow–soil interface may also produce a shear stress along the sensor's perimeter. This shear stress perturbs the pressure field over the sensor, producing SWE measurement errors. Snow creep acts to reduce shear stresses along the SWE sensor's perimeter at a rate that is inversely proportional to the snow viscosity. For sustained periods of differential snowmelt, a difference in the mass of snow over the sensor compared with the surrounding soil will develop, producing additional permanent errors in SWE measurements. The theory indicates that SWE pressure sensor performance can be improved by designing a sensor with a high Young's modulus (low compressibility), low aspect ratio, large diameter and thermal properties that match those of the surrounding soil. Simulations of SWE pressure sensor errors using the theory are in close agreement with observed errors and may provide a means to correct historical SWE measurements for use in hydrological hindcast or climate studies. Published in 2003 by John Wiley & Sons, Ltd.  相似文献   

A simplified analysis of interface failure under compressive normal stress and monotonic or cyclic shear loading     

Zenon Mrz  Marcin Bia&#x;as 《国际地质力学数值与分析法杂志》2005,29(4):337-368

Interface damage and delamination is usually accompanied by frictional slip at contacting interfaces under compressive normal stress. The present work is concerned with an analysis of progressive interface failure using the cohesive crack model with the critical stress softening and frictional traction present at the contact. Both monotonic and cyclic loadings are considered for anti‐plane shear of an elastic plate bonded to a rigid substrate by means of cohesive interface. An analytical solution can be obtained by neglecting the effect of minor shear stress component. The analysis of progressive delamination process revealed three solution types, namely: short, medium and long plate solutions. The long plate solution was obtained under an assumption of quasistatic progressive growth of the delamination zone. In view of snap back response, the quasistatic deformation process cannot be executed by either traction or displacement control. The states of frictional slip accompanied by shake down or incremental failure are distinguished in the case of cyclic loading, related to load amplitude and structural dimensions. The analysis provides a reference solution for numerical treatment of more complex cases. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

基于LabVIEW的电机调试软件系统   总被引：1，自引：0，他引：1  

梁吉  吴小强  罗代升 《成都信息工程学院学报》2008,23(4):374-379

介绍了图形化编程语言LabVIEW的特点,重点介绍了如何利用LabVIEW开发平台设计实现一个电机调试软件系统。被调试目标是以Lattice公司的XP系列的FPGA芯片为核心,以无刷电机为控制目标的系统。软件通过编程实现导入Excel后再经串口通信把电机的转矩、加速度、步数等关键参数一次性送至FPGA芯片进行调试,并且能实时修改参数,使得调试快速、直观、利于保存。为LabVIEW在工程上的灵活应用提供了一种新的方法和思路。  相似文献   

MapXtreme for Java 开发中QureyBuilder接口的应用     

马庆勋  武法东 《测绘科学》2007,32(5):163-164

采用SQL查询语句来定义图层,是应用开发的核心和技术难点之一。QureyBuilder接口技术是数据库类型数据源开发中至关重要的技术环节之一。本文对MapXtreme Java中SQL查询定义图层的方式进行了分析,介绍了QureyBuilder接口应用机理,并给出了完整的QureyBuilder接口应用实例。  相似文献   

土石混合体-基岩界面剪切力学特性块石尺寸效应     

杨忠平  李进  刘浩宇  张益铭  刘新荣 《岩土力学》2023,(4):965-974

土石混合体-基岩界面的抗剪强度是控制坡体稳定性的重要参数之一,是工程设计的重要参数。为探究块石尺寸对土石混合体-基岩界面剪切力学特性的影响,开展了含不同块石尺寸的土石混合体-基岩界面室内大型剪切试验。结果表明：接触界面的破坏模式受块石尺寸和法向压力的影响不显著,均表现为应变硬化特征;法向压力会削弱块石尺寸效应的影响;随块石尺寸增加,抗剪强度和抗剪强度指标（φ、c）先增加后减少,既存在着正尺寸效应,又存在着负尺寸效应,尺寸效应对内摩擦角φ的影响有限,整体在29°波动,而对表观黏聚力c影响较大;不同块石尺寸试样在不同法向压力作用下均表现出了明显的剪缩行为,法向压力能够增强土石混合体的剪缩特性;土石混合体-基岩界面为薄弱的潜在滑移面,随着块石尺寸系数的增加,薄弱破坏面有向土石混合体内部转化的趋势。  相似文献   

长江口沉积物-水界面砷的迁移转化机制与微生物调控分析     

张玉婷  段丽琴  宋金明  张乃星  尹美玲  李学刚  袁华茂 《地学前缘》2022,29(4):144-155

为探析长江口沉积物-水界面砷的迁移转化机制,本文分析了2019年夏季长江口4个站位上覆水和间隙水中总As浓度及形态的剖面变化特征,耦合氧化还原敏感元素(Fe、Mn和S)的剖面变化剖析了沉积物-水界面砷循环的Fe-Mn-S控制机制,同时结合砷相关功能基因探讨了沉积物-水界面砷迁移转化的微生物调控过程,估算了沉积物-水界面总As的扩散通量。结果表明,除A7-4站位外,长江口其他3个站位间隙水总As以As³⁺为主要存在形态,且总As浓度均在上覆水中为最低值(0.748~1.57 μg·L^-1),而在间隙水中随着深度增加而逐渐增加并在6~9 cm深度达到峰值(7.14~26.9 μg·L^-1)。间隙水总As及As³⁺浓度的剖面变化趋势与溶解态Fe²⁺、Mn²⁺相似,其均在中间层出现高值,说明沉积物Fe/Mn还原带砷的释放可能是随固相Fe(Ⅲ)或Mn(Ⅳ)的还原而转移到间隙水中的。氧化层和Fe/Mn还原带过渡区间隙水砷浓度与砷异化还原菌功能基因arrA和arsC丰度存在对应关系(除A1-3站外),说明砷异化还原菌将溶解As⁵⁺或固相As⁵⁺还原为溶解As³⁺可能是该过渡层砷迁移转化的另一重要过程。硫酸盐还原带的间隙水总As和As³⁺浓度降低,但由于间隙水的低S^2-浓度不利于砷硫化物生成,因此深层间隙水砷可能与铁硫矿物结合而被移除。底层环境氧化还原条件是影响沉积物-水界面砷迁移转化的重要因素,随底层水DO浓度的降低,砷迁移转化更倾向于微生物还原控制。长江口沉积物-水界面总As的扩散通量为1.18×10^-7~2.07×10^-7 μmol·cm^-2·s^-1,均表现为沉积物间隙水中总As向上覆水释放,即沉积物是研究区域水体总As的来源之一。  相似文献   

大洋海底数据可视化和成图设计与分析     

朱俊江  欧小林  杨悦  陈瑞雪  张绍玉  贾仲佳  张升升  王鹏程  李三忠  刘永江  贾永刚 《地学前缘》2022,29(5):255-264

随着全球大洋调查的不断开展以及各种海底探测技术的进步,海洋调查数据积累日益增多。以往主要通过使用不同的专业软件来进行各类大洋数据的可视化和成图分析。在海洋调查方面目前迫切需要一种可视化软件,能够快速显示海底大洋的观测和探测数据,并能够快速简单地综合分析和成图。为了解决快速可视化和多种类型数据同界面显示问题,本文利用Matlab中的图形用户界面工具,开发和设计了简单易操作的OceanVis1.0数据可视化和图形用户界面。通过使用OceanVis1.0,用户可以方便地对全球海底大洋多波束水深、海洋重力异常、海洋磁异常、地震波形数据等进行可视化和成图分析,能够解决大洋关键区域的多种数据可视化综合分析问题。对不同类型的数据可以进行二维测线和三维空间数据变化的显示,也可以实现数据成图的放大、缩小和旋转功能。对于多波束、重磁数据空间变化数据,可以进行二维测线的任意切割和成图输出,不用保留中间成图即可满足用户的实时数据显示和快速查看功能。OceanVis1.0也能为具体航次的海底调查提供各类海底探测数据的快速显示,以及包括航次中获取的数据显示和初步分析功能,能够为研究区航次测线的规划提供数据可视化和图形支撑平台。  相似文献