Valley floor landscape change following almost 100 years of flood embankment abandonment on a wandering gravel‐bed river

Critical to restoring the nature conservation value of many river corridors is an understanding of how alluvial landscapes will respond to cessation of river management and land use practices that have previously degraded the environment. This paper analyses changes in valley floor landforms and vegetation patch dynamics, in relation to fluvial disturbance, over a period of almost 100 years following flood embankment abandonment on a wandering gravel‐bed river, namely the River Tummel, Scotland. Such rivers were once typical of many draining upland areas of northern maritime Europe. Prior to abandonment the valley floor landscape was agriculturally dominated and the river for the most part was single thread confined between flood embankments. The pattern of landform change and vegetation patch development over time following a decision in 1903 not to maintain embankments was tracked by geomorphic and land cover mapping utilizing successive sets of aerial photography for the period 1946 to 1994. A historical context for these changes was also feasible because the channel planform in 1900 and earlier channel planform changes dating back to 1753 were known due to the availability of old maps and earlier geomorphic studies. The land cover mapping was validated by comparison of results produced from the interpretation work on the 1994 aerial photographs with the field‐based UK National Vegetation Classification protocol. The findings of the study illustrate that bordering the River Tummel fluvial landforms and vegetation patch mosaics, presumably resembling those that occurred before valley floor land use intensification, evolved in less than 50 years after flood embankment abandonment with a resultant increase in habitat diversity. The change relates primarily to flood‐induced channel planform change and moderate levels of fluvial disturbance. The general significance of this change to plant species diversity on the valley floor of the River Tummel and elsewhere is discussed as is possible implications of the upstream impoundment and scenarios for climatically induced changes in flood frequency and magnitude. The overall outcome is the strong possibility that simple changes in river management and land use practices could result in re‐establishment of the nature conservation value of similar river corridors in Europe over the medium term without active restoration efforts. Copyright © 2002 John Wiley & Sons, Ltd.     

应用频率-初速法测试推算单桩承载力须解决的几个关键问题

本文对当前频率 -初速法应用中存在的一些问题阐述了作者的看法并着重探讨桩振初速度V0的计算方法、W0 的正确单位、如何使桩 -土体系明显震动、怎样从激振曲线中突出及分离出桩振曲线 ,从而获得正确的桩振频率f0 和首波峰 -峰值Ad、动静对比系数 βv 的选取     

Transient Green’s Tensor for a Layered Solid Half-Space With Different Interface Conditions

Pulsed ultrasonic techniques can be and have been used to examine the interface conditions of a bonded structure. To provide a theoretical basis for such testing techniques we model the structure as a layer on top of a half-space, both of different elastic properties, with various interface bonding conditions. The exact dynamic Green’s tensor for such a structure is explicitly derived from the three-dimensional equations of motion. The final solution is a series. Each term of the series corresponds to a successive arrival of a “generalized ray” and each is a definite line integral along a fixed path which can be easily computed numerically. Willis’ method is used in the derivation. A new scheme of automatic generation of the arrivals and ray paths using combinatorial analysis, along with the summation of the corresponding products of reflection coefficients is presented. A FORTRAN code is developed for computation of the Green’s tensor when both the source and the detector are located on the top surface. The Green’s tensor is then used to simulate displacements due to pulsed ultrasonic point sources of known time waveform. Results show that the interface bonding conditions have a great influence on the transient displacements. For example, when the interface bonding conditions vary, some of the first few head waves and regular reflected rays change polarities and amplitudes. This phenomenon can be used to infer the quality of the interface bond of materials in ultrasonic nondestructive evaluation. In addition the results are useful in the study of acoustic microscopy probes, coatings, and geo-exploration.     

动态光散射法研究海藻酸钠凝胶松弛行为

在前文的基础上，用相关函数轮廓分析的方法剖析了运动模型模式的复杂性。通过海藻酸钠水溶液在０．１ｍｏｌ／ＬＣａＣｌ２水溶液透析凝胶化过程中交联网络的松弛时间谱表明它不是单一的峰，有两上特征运动模式，并随透析向更慢的运动模式发展，这很慢的运动模式估计与区域的结构的生成有关。     

热释电系数的测量方法

描述热释电系数的两种测量方法。其一为电荷积分法，测试系统简单，测量数据准确，且能满足零电场条件下的测量。其二为动态电流法，采用调制热源技术，研究在特定温度条件下热释电材料的动态热释电响应。     

风机叶轮的现场平衡方法

介绍了利用简单方法，解决风机叶轮现场静、动平衡的问题。方法快速、准确、实用。     

相变换热技术在供暖系统中的开发前景

介绍相变换热原理、相变暖气片特点以及相变取暖系统的经济性,预示相变换热技术在取暧系统的开发前景。     

黑河干流中游地区耗水量变化的历史分析

黑河流域水资源极其匮乏，加之地区上的配置不均衡和中游地区水土资源的过度开发，导致黑河下游出现了严重的生态环境问题，已影响到我国北方广大地区生态环境质量，受到国家的高度重视和全社会的广泛关注。黑河水资源开发利用主要集中在中游地区，该区是全国重要的商品粮、蔬菜和经济作物生产基地之一，耗水量占流域耗水量的85％以上，是黑河的主要耗水区和径流利用区。利用黑河上游控制站莺落峡站和中游控制站正义峡站水文资料，分析了黑河中游耗水量的变化，结果表明：20世纪80年代以前黑河中游耗水量在4．4亿m^3左右，比较稳定；进入20世纪80年代以后，耗水量明显增加，80年代耗水量比70年代以前增加了1．97亿－2.49亿m^3;90年代耗水量又比80年代增加了1.64亿m^3左右；80年代以来流域耗水量呈明显增加的趋势，这是以人类活动影响为主的结果。     

粘弹性圆柱壳在轴向恒压下的动力稳定性

基于Timoshenko-Mindlin假设,得到考虑粘弹性的各向同性圆柱壳及纤维增强正交铺设层合圆柱壳在轴向恒压下的动力学方程。文中对两端简支的圆柱壳进行了分析,依Laplace变换,导出动力稳定的特征方程,由Routh-Hurwitz判据建立动力稳定性条件,对两类圆柱壳讨论了横向剪切变形的影响。