毛乌素沙地臭柏根系分布及根量

毛乌素沙地臭柏(Sabina vulgaris)灌丛根量、根系直径和分布特征的研究结果表明,臭柏根系分布深度可达2.0 m,水平延伸幅度达灌丛边缘以外1.0 m左右处;其根量主要集中在0~60 cm的土层内,占根系总量的60%~70%,呈倒金字塔型分布。根系直径以< 3 mm的细根居多,占剖面总根量的72%左右,集中分布在0~30cm的土层中。> 7 mm的粗根数量很少,占总根数的0%~5%。臭柏根量和直径分布特征依立地条件及土层深度的不同而异。     

中国对虾生物能量学研究Ⅰ——温度、体重、盐度和摄食状态对耗氧率和排氨率的影响

实验于１９９６年５月～９月对３种规格养殖中国对虾在不同条件下的耗氧率和排氨率进行了测定。结果表明,温度、体重、盐度和摄食状态对其代谢有显著影响。耗氧率（ＱＯ）和排氨率（ＱＮ）与温度正相关,ｌｎＱＯ＝０．０５８Ｔ－２．８９４;ｌｎＱＮ＝０．０７６Ｔ＋１．１１６;而与体重呈负相关,ＱＯ＝０．５１５Ｗ－０．１２６;ＱＮ＝２５．０５Ｗ－０．１９９。在盐度５～３５范围内,中国对虾（３．０２５ｇ±０．０８８ｇ）的耗氧率和排氨率在盐度２８时最小。中国对虾（３．１３ｇ±０．０７２ｇ）摄食沙蚕和配合饲料,在饱食状态下耗氧率比饥饿状态下分别提高了８３．９％和２９．３％,排泄率增加了１１３．８％和９３．６％,表明摄食时蛋白质代谢增加显著。     

An Iteration Method for Computation of Flexible Fender Piles

—In the designing of the flexible fender pile,M-method is usually adopted.But M-method isusable only in the case that the value of the force(moment M and shear force Q)exerted on the pile abovethe soil is known.In practical cases,only the percussive energy of the ship can be found,while the exactvalue of the percussive force cannot be computed directly.In this paper,a method is introduced which canbe used to calculate the inner force of flexible fender piles by a computer in these cases.First,according tothe known docking dynamic energy of a ship,the absorbed energy can be found from the deformation ofthe pile and the rubber fender respectively,at the same time the value of the force acting on the fender pilesand the reaction of fenders can be calculated.Then the inner force and displacement of the fender piles canalso be calculated further by M-method.The whole computing process is realized by a computer programand the results obtained are reasonable.In this paper,the computation,the iteration method a     

A Comparison of Growth Biomarkers for Assessing Sublethal Effects of Cadmium on a Marine Gastropod, Nassarius festivus

The effect of cadmium on the growth of an intertidal marine gastropod, Nassarius festivus, was investigated using a number of biomarkers namely conventional measurements in terms of increase in shell length or body weight, scope for growth (SfG) and RNA/DNA ratio. After eight days of cadmium exposure, the no observable effect concentration (NOEC) and lowest observable effect concentration (LOEC) for the rate of increase in wet weight were 1.00 and 1.38 mg/l, respectively, while those for shell length did not show any significant difference from the control until day 16. After 16 days of cadmium exposure, the LOEC for both shell length and wet weight measurements was 0.22 mg/l. The 8-day SfG test was sensitive to cadmium stress, showing a significant decrease at 0.16 mg/l cadmium when compared to the control. The NOEC and LOEC of RNA/DNA ratio determination were 0.52 and 0.93 mg/l, respectively. An assessment based on sensitivity and technical complexity suggests that Scope for Growth is the most sensitive growth biomarker, followed by the RNA/DNA ratio, and then the conventional growth measurement based on shell size and body weight.     

金矿床复式矿化类型与动力学

根据研究提出矿化迭代及其与矿化叠加的区别。金矿化分为基本矿化类型和复式矿化类型两大类,后者分为3类9亚类。最后论述了矿化类型的构造动力学和流体动力学。     

土地利用规划方案综合评价的研究

在介绍评价系数法的基础上,进行了相应改进,提出了修正理想点法,并确定了土地利用规划方案综合评价因素指标及其权重,使综合评价结果合理。     

“重量稀释海水”的误差分析

“重量稀释海水”是检定高精度盐度计的基本方法。本文首先结合实际概述了“重量稀释海水”的方法步骤,然后从理论上对“重量稀释海水”的误差进行了分析研究,给出了最大值和最小值,并通过赋值计算找出了其误差分布规律。最后列举了两个实例说明了该方法的实际应用情况。     

Accelerated initial stiffness schemes for elastoplasticity

Iterative methods for the solution of non‐linear finite element equations are generally based on variants of the Newton–Raphson method. When they are stable, full Newton–Raphson schemes usually converge rapidly but may be expensive for some types of problems (for example, when the tangent stiffness matrix is unsymmetric). Initial stiffness schemes, on the other hand, are extremely robust but may require large numbers of iterations for cases where the plastic zone is extensive. In most geomechanics applications it is generally preferable to use a tangent stiffness scheme, but there are situations in which initial stiffness schemes are very useful. These situations include problems where a nonassociated flow rule is used or where the zone of plastic yielding is highly localized. This paper surveys the performance of several single‐parameter techniques for accelerating the convergence of the initial stiffness scheme. Some simple but effective modifications to these procedures are also proposed. In particular, a modified version of Thomas' acceleration scheme is developed which has a good rate of convergence. Previously published results on the performance of various acceleration algorithms for initial stiffness iteration are rare and have been restricted to relatively simple yield criteria and simple problems. In this study, detailed numerical results are presented for the expansion of a thick cylinder, the collapse of a rigid strip footing, and the failure of a vertical cut. These analyses use the Mohr–Coulomb and Tresca yield criteria which are popular in soil mechanics. Copyright © 2000 John Wiley & Sons, Ltd.     

基于EC细网格产品在乌鲁木齐机场低能见度预测中的释用

利用2015—2018年乌鲁木齐机场航空例行天气报告(METAR报)、ECMWF(European Centre for Medium-Range Weather Forecasting)细网格数值预报产品对影响能见度的主要因子进行分析,提取与低能见度相关性高的物理量作为预报因子,采用SVM方法,分别基于Poly、RBF核函数建立乌鲁木齐机场未来21 h能见度预报模型。结果表明:(1)基于预报因子区间分类的SVM模型物理意义明确,试验结果较好;以RBF为函数建立的SVM模型(SVM-RBF)预报能力更好,其训练样本预测的TS评分0.84,准确率89.20%。(2)SVM-RBF模型的检验样本中,预报准确样本的预报误差整体偏小;在漏报样本中则有能见度越低、预报误差越大的特点,模型的振荡性明显。(3)结合NCEP/NCAR再分析资料研究SVM-RBF模型对天气过程的预报表现,发现模型对于特定天气形势下引发的低能见度天气,预报误差较小且预报提前量较大。     

中国大地测量数据处理60年重要进展 第二部分:大地测量参数估计理论与方法的主要进展

大地测量参数估计原理是大地测量数据处理的重要基础。中国学者经过60年不懈努力,在自由网平差、拟稳平差、半参数估计、不适定问题解算方法、抗差估计、自适应滤波等领域做出了重要贡献,建立了许多新的理论、模型和方法,推进了大地测量数据处理理论的进展。这一部分重点介绍建国60年来中国学者在大地测量数据处理原理、方法方面取得的成就。