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The δ〓C values of soil CO〓 become gradually light with depth increasing and are stable at certain depth; The δ〓C values of soil respired CO〓 are within the δ〓C values of soil CO〓; The δ〓C values of soil respired have same changing pattern with that of plants.

土壤剖面上CO〓的δ〓C值自地表向下逐渐变轻，在一定深度后大致趋于稳定；土壤呼吸CO〓δ〓C值位于土壤CO〓δ〓C值的变化范围；土壤呼吸CO〓δ〓C值的变化规律和植被δ〓C值的变化在空间上具有一致性。

It said salvages are now possible to a depth of 6,000 metres. The Titanic, at a depth of about 4,000 metres, was surveyed in 1985 and minor salvage undertaken.

它说，现在的技术可以到达6千公尺深的海底，铁达尼号深约4千公尺，1985年被发现，只有极有限的部分被打捞起来。

First the relationship of shoaling coefficient and relative water depth in regular and irregular wave fields has been analyzed. The experimental result shows that shoaling wave height decreases at first then increases until wave breaking. The broken wave height of regular waves is smaller than irregular waves with same wave steepness and relative water depth.

本文首先就规则波及不规则波实验分析波浪的浅化系数与相对水深之关系，实验结果显示浅化波高有先减后增之趋势，在碎波前达到最大，碎波后之波高在相同水深与深海波浪尖锐度成反比，规则波碎波后波高较不规则波小。

The Fourier approximation method is applied to solving wave height and wavelength problems of waves shoaling、for providing a normalization concept. We normalize the waves scope of depth and deep water to breaking depth into the range of 2~1. Finally、we check the experience formula computations.

中文摘要本文利用富立叶近似法解析波浪浅化过程中波高及波长的变化，并提出正规化水深之概念，将波浪存在之水深范围，深水至碎波水深正规化为2~1后，进行经验公式的推求。

Once we have that resource we can create different resource views to bind that texture to different stages in the graphics pipeline with different formats: as a render target to render to, as a depth stencil buffer that will receive depth information, or as a texture resource. Where C typecasts allow a memory chunk to be used in a different manner, so do Direct3D 10 resource views.

一旦我们拥有那个资源，我们可以创建不同的资源视图来以不同的格式绑定材质到图形管道的不同阶段：以一个渲染目标来渲染，以一个深度模版缓冲接收深度信息，或以一个材质资源。C语言类型转换允许以不同的方式使用一个内存块，Direct3D 10资源视图也一样。

The anchor anchoring depths could be regard as critical value for concrete edge failure and anchor failure. When the anchor edge distance was shorter than anchor anchoring depth, the failure mode was concrete edge failure and anchor space length had some influence on cracking load. When anchor space length was longer than anchor anchoring depth, the failure mode was anchor failure.

锚栓的锚固深度可以认为是混凝土边缘破坏以及锚栓破坏的临界边距，对于锚栓边距较小的情况，以混凝土边缘破坏时的承载力为标准，锚栓间距对于试验的开裂荷载有影响；对于锚栓边距较大的情况，以锚栓的破坏为标准。

A desirable depth of ash discharging off of the front of the grates is 4" to 6". The increase in ash depth from the rear to the front changes the resistance of the fuel bed plus the ash to the air flow.

壁炉前端的理想排灰深度是四到六英吋，由背面到正面的排灰深度的增加改变了燃料层对空所流动产生的阻力。

However, a group of gently west-inclined high-conductive layers, with a conductivity, of 0.04-0.25 S/m and a top depth of 20 km and a bottom depth of 40 km, were discovered under the high-resistance block of Hengshan Mountain.

底面深约40km。研究结果表明，华北裂谷盆地范围内地壳的电阻率很低，属于良导电性的地壳，这可能是由华北裂谷盆地的壳、幔热结构、热状态所决定的。

Intake efficiency is the most fundamental and important parameter for engine performance, yet the open and close timing as well as the lift depth of the intake valves are determined by the contour curve of the camshaft, that means the valve timing and lift depth are constant and fixed.

进气效率，是引擎最基本也是最重要的性能参数之一。而进汽门的开启时间与关闭时间以及扬程的大小是经由凸轮轴的轮廓曲线所决定，亦表示汽门正时与扬程是固定不变的。

The concrete dam displacement is studied considering the factors such as foundation modulus increasing with depth, seepage coefficient reducing as depth, seepage coefficient anisotropic, curtain and drainage in the dam heel and seepage field and stress field coupling. Some conclusions are obtained: if the foundation is considered only with the seepage volume load, the dam top horizontal displacement of the reference base point develops upstream. When the foundation size increases, the reference base point's horizontal displacement increases. However, the value measured by the reversed pendulum anchored to the rock foundation is often regarded to be absolute displacement. The above practice is estimated to be limited when the water load on the dam foundation is taken into account.

分析了地基变形模量随深度逐渐增加、渗透系数随深度逐渐减小、坝基渗透系数各向异性、坝踵设置帷幕排水，以及考虑渗流场和应力场耦合等对混凝土坝位移分量的影响，得出如下结论：作用在地基上的水荷载，使混凝土坝坝顶相对参考基点（倒垂锚固点或坝踵正下方1倍坝高处）的水平位移指向上游，而参考基点的水平位移随地基截取范围的增大而增大，由于大坝工程上常将倒垂线锚固在岩基深处，并认为该倒垂线测值为绝对位移。

You can snipe the second and third union leaders from this position.

您可以鹬第二和第三工会领袖从这一立场出发。

Aiming at the currently shortage of XML streams quality detecting, this paper proposes a new forecasting method of XML streams quality by least squares support vector machines, which is used the method of XML keys' vector matrix as windows, and vector product wavelet transform to multilevel decompose and refactor the XML streams series, that can fulfill real-time checking demand of XML quality, and ensure constraint, consist- ency and integrality. For even more adapting net load, it proposes a control strategy by weight and adaptive adjustment to ensure XML streams quality.

针对当前XML数据流质量检测存在的不足，提出构建XML键的矢量矩阵作为窗口，利用矢量积小波变换多级分解与重构XML数据流，再结合最小二乘支持向量机对XML数据流质量进行预测的一种方法，满足XML数据流质量重构时实时检测的要求，保证XML数据的约束性、一致性与完整性；为了更好的适应网络负载，采取加权与自适应窗口调整等调度策略充分保证XML数据流的质量检测。