INTEGRATION OF THE MODELS OF ANNAGNPS AND REMM TO ASSESS RIPARIAN BUFFER SYSTEM FOR SEDIMENT REDUCTION

The United States Department of Agriculture (USDA) Annualized Agricultural Non-Point Source Pollution model (AnnAGNPS) is used to help evaluate a watershed response to agricultural management practices to control water quality. However, AnnAGNPS version 3.5 does not contain features to estimate the effect of a riparian buffer (RB) system on water quality. The Riparian Ecosystem Management Model (REMM) is used to simulate the impact of riparian buffer systems on water quality. However, frequently the lack of measured upland loadings that are required by REMM simulation limits the application of REMM. To address this data gap, a study was conducted to integrate AnnAGNPS with REMM for RB system simulation. AnnAGNPS was used to simulate water and sediment loadings from an upland field into a three-zone RB system at the Gibbs Farm located in the Georgia coastal plain. These AnnAGNPS outputs were used as the inputs to REMM. REMM was used to simulate water and sediment movement along the riparian buffers. The AnnAGNPS simulated amount of annual runoff at the edge of the field was close to observed amounts (Nash-Sutcliffe efficiency of 0.92). It is believed that a substantial portion of sand was removed from the runoff one meter into the grass buffer where the samplers were located; therefore, sand was excluded from the AnnAGNPS simulation for comparison with observed sediment. Excluding sand, the AnnAGNPS predicted amount of annual sediment matches the observed amount fairly well (Nash-Sutcliffe efficiency of 0.46). In addition, based on evaluating the percent reduction of sediment at each zonal interface, the AnnAGNPS/REMM model well simulated the function of the RB system to reduce sediment.     

双平面T型方管加强节点的承载力性能研究

通过有限元软件ANSYS对双平面T型方管相贯焊接加强节点轴力和弯矩作用下的极限承载力进行了数值模拟研究，采用的加强方式在主管内部设置纵向加劲肋。研究结果表明这种加强方式对于双平面T型节点的单项承载力都有不同程度的提高作用，且提高幅度与几何参数有关。     

断层区强余震波传播及影响的动态模拟研究

本文用动态光弹性技术模拟研究了强震发生时,强余震波在断层区内的传播、对江川县城区等关注位置的影响,以及断层对地震波的阻隔作用。结果表明,研究方法实用有效,结果直观,对地震分析具有参考价值。     

太湖和大浦河口风成流、风涌水的数值模拟及其单站验证

介绍了太湖风成流和风涌水的数值摸拟工作。使用两种不同水平分辨率的数值模式,利用中日合作研究组在大浦河口实测的水位、湖流和风的资料对模拟结果进行了验证。结果指出,模式对风涌水及流向有较好的预报能力,流速的预报尚待进一步改进。     

地电台址大范围介质条件的数值模拟研究

本文取两类震源模型,即“闭锁”模型和“膨胀”模型进行数值模拟,计算了大范围层状介质在多种不同组合情况下,其应力、应变场的分布,并进而计算了由附加应力、应变产生的视电阻率变化量。结果表明,不同介质组合对地电阻率前兆异常观测的影响不同,有利于发现前兆异常的大范围介质条件是:(1)坚硬层孕震;(2)孕育地震的高强度坚硬层要薄;(3)地表疏松覆盖层不能太厚。此外,计算结果还表明,地电台站探测范围内的介质力学,电性条件对前兆异常观测也有重大影响。     

珊瑚礁可削弱海啸威力

美国科研人员模拟分析发现，珊瑚礁可使海啸威力削弱一半，堪称天然的海啸“防护墙”。     

面波频散反演的数值模拟

大量的数值模拟表明,ＳＶＤ和ＬＳＱＲＤ在面波频散网格反演两步法中的应用效率都很好。但ＳＶＤ可以用分辨矩阵、信息矩阵和协方差矩阵对解估计进行数学上客观有效的评价,而对于大型稀疏方程的求解,ＬＳＱＲＤ确是一种内存注小,计算速度快以及分辨抗噪能力都较强的算法。在现有计算机运算速度较快、内存可以扩弃较大的条件下,实测数据量不很大时,应采用ＳＶＤ算法进行线性反演。     

线弹性问题与牛顿流体问题的对应关系

讨论了线弹性问题与牛顿流体问题的对应关系,说明建立两问题之间的对应关系仅考虑本构方程是不够的。通过对比两个问题的所有基本方程,证明了牛顿流体问题在满足（１）不可压缩;（２）小雷诺数;（３）温度变化对粘度的影响可忽略３个条件时,等价于一个准静态不可压线弹性问题．这一等价关系应用于构造应力场数值模拟中,可利用弹性程序求解岩石围的粘性流动问题．     

二维大地电磁数据的整体反演

从麦克斯韦第一、二方程出发，经过变量替换，将二维电磁问题线性化，得到不同测点、不同浓度下关于导电率微小变化的线性方程组，用Gauss-Seidel迭代法求解。实现了整体对二维大地电磁数据的反演，由于对各个测点下的数据同时反演，克服了以往用一维方法来反演二维问题时固有的缺点，讨论了不同的初始模型对反演结果的影响，提出了一种简便实用的初始值的给定方法，数值模拟结果表明该方法有一定的抗噪能力。