地形与流对水平无旋浅水波的影响

本文在水平无旋及Boussinesq假设之下,导出了水面变化与水平速度场耦合方程组,以及相应的压力与垂向速度解析表示式。通过数值方法求得水面变化及某一特定水深的水平速度分布之后,压力分布及其余水深的速度分布即可由简单计算得到。由色散关系式可知,不同水深的长波色散关系在O(ε)近似之下是等同的。粘性的存在会使波高随时间的增加而衰减,但粘性与底斜率的耦合又可能使波高增长,形成不稳定;计算及分析说明,当同向流增大时,波速增大,波长增大,波高会增加;而水深减少,使波速减少,波长缩短,振幅增加。     

东海陆架前缘斜坡(冲绳海槽西坡)北部的断块隆脊地貌

东海陆架前缘斜坡(冲绳海槽西坡)北部的断块隆脊,是呈长条形的脊状台式隆起,位于29°30′N-31°10′N;128°00′E-128°20′E之间。其由NNE向链状排列的断块山地组成,且与NNE向的断裂构造相一致,其顶部水深约300m～400m左右。从实测单道地震剖面看,隆脊的东西两侧均有断层出现。隆脊西坡倾向陆架一侧,坡度大,有的地方坡度超过10°;而东侧坡度较缓,仅1°左右,缓倾至海槽西坡坡底,并以沟坎式与冲绳海槽槽底相连。冲绳海槽地区的构造运动,使隆脊地区受到断裂构造的作用。NNE向的大断裂使该隆脊位置的东西两侧断裂下降而中间抬起,加之下部岩浆上侵,显现出链式排列的断块山地,表现为一条长形的断块隆脊构造地貌体。推测该地貌体形成的时期较晚,它是与断层的发生同时期形成的。     

Stress resistance strategy in an arid land shrub: interactions between developmental instability and fractal dimension

This paper investigates allocation of energy to mechanisms that generate and preserve architectural forms (i.e. developmental stability, complexity of branching patterns) and productivity (growth and reproduction) in response to environmental disturbances (i.e. grazing and resource availability). The statistical error in translational symmetry was used to detect random intra-individual variability during development. This can be thought of as a measure of developmental instability caused by stress. Additionally, we use changes in fractal complexity and shoot distribution of branch structures as an alternate indicator of stress. These methods were applied to Anthyllis cytisoides L., a semi-arid environment shrub, to ascertain the effect of grazing and slope exposure on developmental traits in a 2×2 factorial design. The results show that A. cytisoides maintains developmental stability at the expense of productivity. Anthyllis cytisoides was developmentally more stable when grazed and when on south-facing, as opposed to north-facing slopes. On the contrary, shoot length, leaf area, fractal dimension and reproductive-to-vegetative allocation ratio were larger in north- than in south-facing slopes. As a consequence, under extreme xeric conditions, shrub mortality increased in north-facing slopes, especially when not grazed. The removal of transpiring area and the reduction of plant competition favoured developmental stability and survival in grazed plants. Differences between grazed and ungrazed plants were most evident in more mesic (north-facing) areas.     

Recent morphological evolution of the Lower Mississippi River

This study documents slope and stream power changes in the Lower Mississippi River during the pre-cutoff (1880s–1930s), and post-cutoff (1943–1992) periods. The study reach extends from New Madrid, MO, to Natchez, MS, a distance of about 900 km. Analyses for six major reaches and 13 sub-reaches for the pre- and post-cutoff periods indicate that the river presently has a much larger slope and stream power than prior to the cutoffs. The largest increases have occurred between Fulton, TN, and Lake Providence, LA, where slope and stream power increases range from about 27% to 36% and 20% to 38%, respectively. Increases in slope and stream power in reaches upstream and downstream have also occurred, but to a lesser degree. Previous investigations have shown that no coarsening of the bed material has occurred since 1932, and that the bed material may actually be somewhat finer overall. As the Lower Mississippi River is not a sediment-starved system, an increase in stream power with no change in D₅₀ would be expected to be offset by an increase in the bed material load as the river adjusts towards equilibrium. Previous investigators have inferred a reduction in the sediment loads on the Mississippi River this century based on analyses of total measured suspended loads. However, these results should be viewed as primarily representing the changes in wash load and should not be taken to imply that bed material loads have also decreased. Therefore, the bed material loads in the study reach should be greater than in the pre-cutoff period. Excess stream power in the sub-reaches directly affected by cutoffs resulted in scour that increased downstream bed material load. These elevated sediment loads play a key role in driving morphological adjustments towards equilibrium in the post-cutoff channel. The stability status of the channel in the study reach currently ranges from dynamic equilibrium in the farthest upstream reaches through severe degradation to dynamic equilibrium in the middle reaches, and aggradation in the lowest reaches. These evolutionary trends cannot be explained by consideration of changes in slope and stream power alone. Changes in the incoming bed material load to each reach generated by upstream channel evolution must also be considered.     

几种频率分布线型对新疆天山北坡洪水适应性研究

由于水文现象的复杂性及其资料的有限性,至今尚无法在理论上确定洪水峰量究竟属何种频率分布。目前选择线型均是依据实测资料,以曲线与经验分布的拟合优劣作标准来确定线型。通过四种频率线型,对新疆天山北坡中小河流洪水进行拟合分析,从11个站的拟合情况来看,有9个站用P-Ⅲ,草拟合结果最好,占整个参加分析站点的82％,因此,可以认为P－Ⅲ型曲线较适应于新疆天山北坡河流洪水分析。     

黑土区土壤侵蚀的REE示踪法研究

应用定位小区段面法实验和稀土元素示踪剂检测,选择吉林省长春市净月开发区和永吉县的两块黑土实验小区进行土壤侵蚀过程研究,探讨了稳定性稀土元素示踪法应用于黑土区土壤侵蚀、沉积、分布和发生过程研究的可能性,并计算出坡面不同部位的侵蚀量与相对侵蚀量,较好地描述降雨对坡面的侵蚀过程。实验表明,坡面的土壤侵蚀率随降雨时间而加大;7°~12°坡面的最大土壤侵蚀量出现在坡面中部和下部(为Nd、Sm和Eu所标记的坡段)。降雨时间和地形坡度大小影响土壤颗粒运动的速度和方向,是土壤侵蚀发生的主要因素。     

地震波有限差分数值模拟框架下的起伏地表处理方法综述

本文查阅了近30年来国内外关于有限差分方法模拟近地表复杂介质方面的文献,分析了在有限差分法框架下复杂地表地形起伏问题的处理及实现方法.总结了地震波有限差分数值模拟方面的成果.复杂地表类型很多,对地震资料的影响程度也不尽相同,要想完全描述近地表影响因素是不可能的,而关键的问题就是自由边界条件方程的处理.所有处理及实现方法中不外两种:直接法(局部)和间接(全局)法.文中列出的方法,各有特点.我们的目的是寻找合适的方法解决适合的问题.     

黄山高速滑移弯曲边坡变形机理分析及应急治理对策

黄山高速公路穿行于皖南山区,公路建设过程中,汤口互通A匝道高边坡产生了大范围变形,严重威胁已有构筑物和施工安全。为保证边坡稳定,成立“应急指挥小组”,建立快速反应机制,并采用工程地质测绘、勘探、监测等手段,快速查明边坡结构特征,分析边坡变形机理和稳定性,提出应急治理方案。分析表明,该边坡为层间软弱夹层[JP2]发育的砂泥岩互层型顺向边坡,地质历史上边坡曾发生滑移—弯曲变形,公路施工时对弯曲隆起部位岩体进行开挖,引起坡体产生快速变形,在降雨、开挖等条件下,边坡产生整体失稳的可能性极大。在分析边坡变形机制基础上,应用变形控制理论,确定对边坡采取桩锚结合、综合排水的应急治理措施,并根据变形特点提出了应急治理施工步骤。应急治理措施实施后,边坡变形得到了有效控制,稳定性达到了高速公路的安全要求     

基于GIS的滑坡地质灾害地貌因素分析

基于ArcGIS平台, 利用SRTM-DEM数据资料, 选择青藏高原东缘及四川盆地为研究区, 提取了区内地形起伏度和坡度等地貌参数, 统计了区内2319个滑坡点的高程, 初步建立了地形地貌与滑坡灾害点分布之间的对应关系。结果表明, 研究区滑坡灾害点及其高程分布具有明显的区域规律性, 滑坡灾害点发生的高程为400~800m和1400~2000m, 这两个区间占研究区所有滑坡总数的40%和28%;滑坡所对应的地形起伏度主要在300~600m, 占研究区所有滑坡总数的48.68%;滑坡灾害发生的地形坡度为10°~25°, 占研究区所有滑坡总数的44.70%。研究发现, 这些地区对应的地貌类型主要是深切的"V"型河谷和山谷地貌。此外, 从断裂活动等方面分析了滑坡形成的动力机制。      

澜沧江某水电站右坝肩工程边坡倾倒变形问题的数值模拟研究

澜沧江某水电站处于青藏高原东部边缘地带,属于高山峡谷地形地貌,高地应力环境,岩体卸荷裂隙很发育,使得倾倒变形和岩体质量、断裂活动及地震构造一样成为影响工程边坡岩体稳定的主要因素。针对工程边坡的大变形问题可采用离散元的数值模拟分析方法。通过建立理论开挖和工程边坡开挖离散元模型,可分别得出倾倒变形破坏机理发展过程为初期弱倾倒变形岩体的层内剪切错动、强倾倒变形岩体的层内拉张变形、强倾倒变形岩体的切层张-剪破裂及极强倾倒破裂岩体的折断张裂(坠覆)破裂和工程边坡的变形范围、确定开挖面及加固方式等。通过工程边坡模型的计算结果和现场地质调查成果的比较表明,计算结果和实际情况基本吻合。