藻酸双酯钠粘度的影响因素

通过实验讨论影响藻酸双酯钠特性粘度[η]升降的几个因素。     

Velocity and Sediment Concentration Profiles in Sediment-Laden Flows

A theoretical analysis of velocity profiles in sediment-laden flows is presented by means of Prandtl-Karman mixing length theorem. The study shows that the upward velocity of liquid-phase caused by settling sediment leads to the invalidity of the log-law and Rouse equation. The theoretical analysis takes into account the upward velocity and shows: 1) the mean velocity in sediment-laden flows follows the log-law, but the Karman constant reduces in the main flow region, 2) sediment concentration reduces the mixing length of fluid particles, 3) flow resistance reduces with the presence of sediment concentration, and 4) the sediment concentration profile deviates from the well know Rouse equation. The experimental data agree well with the equations derived on the basis of non-zero wall velocity. It is found that the wall-normal velocity should not be neglected for density gradient flows because it induces more than for pure water flows.     

渤海中部海域海底热扩散率及恒温层深度研究

利用渤海中部海域泥温实测资料，计算出该海域海底热扩散率及恒温层深度。结果表明，８＃平台处的热扩散率为０．００１～０．００５ｃｍ２ｓ－１，Ａ（Ｂ）平台处为０．００２～０．０１０ｃｍ２ｓ－１。恒温层深度８＃平台处为８ｍ，Ａ（Ｂ）平台处１０ｍ，也有差异。与陆地比较，海底恒温层深度较浅，且水深越深恒温层深度越浅。     

A kinematic hardening based model for unsaturated soils considering different hydraulic conditions

At present, several of the existing elastoplastic constitutive models are adapted for describing the stress–strain behavior of unsaturated soils. However, most of them present certain limitations in this field. These limitations can be related to the basic model and/or added unsaturated state variables and formulations. In this regard, inability to model the hydro‐mechanical behavior in constant water (CW) conditions is an example of these limitations. In this paper, an advanced version of CJS model is selected for adaptation to the unsaturated states. Adaptation to unsaturated states is achieved in the framework of effective stress approach. Effective stress equation and unsaturated state variables are selected based on the recent research existing in the literature. The developed model is capable of describing the complex behavior of unsaturated soil in the CW condition in addition to predicting the behavior at failure and post–failure, nonlinear elastoplastic behavior at low levels of stress and strain (by selecting a very small elastic domain), as well as wetting and collapse behaviors. In order to validate the model, results of triaxial tests in CD and CW conditions are used. The validation results indicate the good capability of the proposed model. Behavior of the unsaturated soils during wetting is an important issue. For this reason, the model is also evaluated based on the results of wetting and collapse triaxial tests. A comparison between the tests and simulation results shows that the model is able to predict the soil behavior under the wetting path. Copyright © 2016 John Wiley & Sons, Ltd.     

温度对土壤介电常数的影响规律研究北大核心CSCD

介电常数是频域反射法测定土样含水率的关键参数之一。为获取温度对土壤介电常数的影响规律,利用矢量网络分析仪测得不同含水率、含盐量的试样在不同试验温度下的介电常数。通过分析土样介电常数随不同因素的变化规律,最后建立了介电常数与温度的关系。结果表明:温度对土样介电常数的影响主要表现在冰水剧烈相变阶段。当温度低于某一温度或者高于冻结温度后,介电常数受温度的影响较小。负温条件下,土样介电常数随含盐量增大而增大。引入阶梯函数建立的三阶段模型,可有效描述土样介电常数随温度的变化规律。     

近十年国内钻井液降粘剂研究进展

随着能源消费持续升高,常规资源无法满足日常需求,进行深井钻探显得尤为重要。然而,井底深部高温带来的钻井液粘度增加、流变性变差等问题,致使降粘剂成为不可缺少的钻井液处理剂之一。降粘剂主要通过拆散或阻拦粘土颗粒间形成网架结构,从而达到降低钻井液粘度、改善流变性的目的。结合相关研究文献,综述近十年来国内钻井液降粘剂的研究现状,介绍了3大类降粘剂：合成聚合物类、改性天然材料类、利用工业废料制备降粘剂。针对目前存在的问题,指出未来应从分子结构设计层面研发低成本、环保、适用于高温高盐高密度钻井液的降粘剂,同时注重工业废料的利用,积极与现场应用相结合加快成果转化。近年来,合成聚合物类降粘剂研究量居多、发展最迅速,本文着重介绍了此类降粘剂的发展现状及应用前景。     

基于风廓线雷达的对流边界层高度的确定

大气边界层高度对于天气、气候和大气污染研究是一个至关重要的参量。对流边界层(Convective Boundary Layer,CBL)顶部的夹卷过程造成温度和湿度垂直梯度增强,导致这一层的折射率结构常数C■变高。C■的这种垂直分布特征经常被用来定位出CBL高度Z_i。本文利用2010年7—8月天津大港的风廓线雷达数据推断出CBL高度Z_i,对于多重C■峰值或不明确的C■峰值,本文改进了对Z_i的测定,分别讨论了C■最大后向散射法与C■和垂直速度方差(σ■)相结合的新方法的适用性。研究显示:(1)C■廓线具有单峰时,最大后向散射强度法能正确估计CBL高度,这种情况往往对应的是晴天。CBL上存在的残留层或云层引起的温湿起伏变化导致C■廓线具有双峰甚至多峰时,最大后向散射强度法可能会错误估计CBL高度;(2)C■和σ■结合的方法不仅与晴天时C■最大后向散射法有较好的一致性,而且可以将CBL造成的C■峰值从云层造成的C■峰值中区分出来,从而正确估计CBL高度;(3)一般而言,对流边界层中存在有明显的、破碎或者分散不明显的云时,C■和σ■结合的方法都能较好地识别出CBL对应的C■峰值。但由于边界层中的情况极为复杂,C■和σ■结合法也会因不同的原因而错误估计CBL高度。     

非饱和网纹红土比例加载特性研究

本文利用应力控制式全自动GDS静三轴仪对含水率相同、干密度相同重塑网纹红土进行分级加载条件下不同恒应力比路径、不同基质吸力的三轴固结排水试验,研究了非饱和网纹红土比例加载特性。研究结果表明：在比例加载条件下,非饱和网纹红土的基质吸力平衡过程中,反压排水量有一个明显的转折点,此转折点可作为判断基质吸力是否到达平衡的时间点;通过比较不同基质吸力下的轴向应变和时间的关系曲线发现,基质吸力的增加引起轴向应变增加;在偏应力保持不变的条件下,基质吸力的增加没有引起轴向应变的明显增加;不同基质吸力下的偏应力和净平均应力呈直线关系,其斜率近似为恒应力比;提出一种可以预测非饱和网纹红土比例加载条件下的径向应变的方法。     

崩滑土体坡面运动过程研究现状与展望

崩滑土体坡面运动包括刚性块体整体滑动、崩滑泥流、崩滑破碎3种形态;根据粗颗粒间介质差异,崩滑破碎运动可分为无粘碎屑崩滑运动、粘性碎屑崩滑运动;根据运动过程不同形态,将崩滑破碎运动分为崩滑破碎、粗颗粒与泥浆混合运动、泥石流3个阶段。概述崩滑土体坡面运动过程调查实验研究现状;分析块体滑动摩擦理论、流体理论、散粒体理论在崩滑土体坡面运动过程应用情况,指出块体滑动摩擦理论、流体理论在描述崩滑破碎运动过程的不足;分析崩滑破碎后,间隙介质对粗颗粒运动的影响,指出目前散粒体理论描述崩滑土体坡面运动过程的不足,提出通过设定颗粒间的细观力学参数来再现崩滑土体复杂破碎运动过程的思路和重点研究的内容,为下一步研究提供依据。     

Zero mass scalar field with bulk viscous cosmological solutions in Lyra geometry

In this paper, we have investigated spatially homogeneous isotropic Friedmann cosmological model with bulk viscosity and zero-mass scalar field in Lyra manifold. The cosmological models are obtained with the help of the special law of variation for Hubble’s parameter proposed by Bermann (Nuovo Cimento 74B:182, 1983) and power law relation. Some physical properties of the models are discussed.