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11.
长江口深水航道治理工程综述   总被引:3,自引:0,他引:3  
文章概要地介绍长江口深水航道治理工程的规划、勘察、设计和施工情况,对整治方案及主要岩土工程问题略作讨论。  相似文献   
12.
The mechanical model for plane strain, time-harmonic seismic wave propagation problems in cracked, multi-layered geological regions with surface topography and non-parallel interfaces was described in the first part of this work. Here, this model is used to investigate the response of such a region to the presence of traveling elastic waves generated by a seismic source. The computational methodology that was developed in the first part is based on a combination of both the regular (displacement-based) and the hypersingular (traction-based) Boundary Integral Equation Method (BIEM). First, the accuracy and convergence characteristics of this hybrid BIEM are studied. Then, a series of problems involving four different configurations of a reference geological deposit with both interface and internal cracks are solved, for a loading that is due to a seismically-induced pressure wave propagating upwards from the underlying rigid half-plane. The purpose of the numerical study is to investigate the influence of various key parameters of the problem, such as frequency and incidence angle of the incoming wave, size of the surface relief, location and size of the buried cracks, interaction effects between cracks and finally the presence of layers, on both the scattered displacement field and the stress concentration field.  相似文献   
13.
Gully erosion of cultural sites in Grand Canyon National Park is an urgent management problem that has intensified in recent decades, potentially related to the effects of Glen Canyon Dam. We studied 25 gullies at nine sites in Grand Canyon over the 2002 monsoon–erosion season to better understand the geomorphology of the gully erosion and the effectiveness of erosion‐control structures (ECS) installed by the park under the direction of the Zuni Conservation Program. Field results indicate that Hortonian overland flow leads to concentrated flow in gullies and erosion focused at knickpoints along channels as well as at gully heads. Though groundcover type, soil shear strength and permeability vary systemat‐ically across catchments, gradient and, to a lesser degree, contributing drainage area seem to be the first‐order controls on gully extent, location of new knickpoints, and ECS damage. The installed ECS do reduce erosion relative to reaches without them and initial data suggest woody checkdams are preferable to rock linings, but maintenance is essential because damaged structures can exacerbate erosion. Topographic data from intensive field surveys and detailed photogrammetry provide slope–contributing area data for gully heads that have a trend consistent with previous empirical and theoretical formulations from a variety of landscapes. The same scaling holds below gully heads for knickpoint and ECS topographic data, with threshold coefficients the lowest for gully heads, slightly higher for knickpoints, and notably higher for damaged ECS. These topographic thresholds were used with 10‐cm digital elevation models to create simple predictive models for gully extent and structure damage. The model predictions accounted for the observed gullies but there are also many false‐positives. Purely topographical models are probably inadequate at this scale and application, but models that also parameterize the variable soil properties across sites would be useful for predicting erosion problems and ECS failure. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   
14.
通过热源法对陡河水库渗漏通道的探测发现,陡河水库左坝肩存在着绕坝渗漏通道。在左坝肩基岩10m高程附近存在低温场异常,通过对水库底部附近温度场分布测量,判定出低温水来自上游右支河水的补给,通过低温区分布确定出绕坝渗漏强渗漏通道的位置,在库水位保持在32m时,根据热源法计算出渗漏通道的渗漏量在3.59×105~4.74×105m3/d之间,钻孔发现水库边基岩中的水位比库水位低22m,水位差是造成了水库跌窝事故的主要原因,在11#钻孔中发现了来自河床的细砂,在11#和9#孔中的连通试验证实基岩中的强渗漏通道。  相似文献   
15.
在结构首次穿越失效分析中,初始条件、成群穿越、结构的非线性及抗力退化等问题影响着分析方法的复杂性和分析结果的精确性。结合近年来的研究进展,本文讨论和分析了解决上述问题的新思路、新技术和新方法,同时,归纳了几个新的研究热点,以便为结构首次穿越失效的进一步理论和应用研究提供有益的参考。  相似文献   
16.
Sand transport in the Colorado River in Marble and Grand canyons was naturally limited by the upstream supply of sand. Prior to the 1963 closure of Glen Canyon Dam, the river exhibited the following four effects of sand supply limitation: (1) hysteresis in sediment concentration, (2) hysteresis in sediment grain size coupled to the hysteresis in sediment concentration, (3) production of inversely graded flood deposits, and (4) development or modification of a lag between the time of a flood peak and the time of either maximum or minimum (depending on reach geometry) bed elevation. Construction and operation of the dam has enhanced the degree to which the first two of these four effects are evident, and has not affected the degree to which the last two effects of sand supply limitation are evident in the Colorado River in Marble and Grand canyons. The first three of the effects involve coupled changes in suspended-sand concentration and grain size that are controlled by changes in the upstream supply of sand. During tributary floods, sand on the bed of the Colorado River fines; this causes the suspended sand to fine and the suspended-sand concentration to increase, even when the discharge of water remains constant. Subsequently, the bed is winnowed of finer sand, the suspended sand coarsens, and the suspended-sand concentration decreases independently of discharge. Also associated with these changes in sand supply are changes in the fraction of the bed that is covered by sand. Thus, suspended-sand concentration in the Colorado River is likely regulated by both changes in the bed-sand grain size and changes in the bed-sand area. A physically based flow and suspended-sediment transport model is developed, tested, and applied to data from the Colorado River to evaluate the relative importance of changes in the bed-sand grain size and changes in the bed-sand area in regulating suspended-sand concentration. Although the model was developed using approximations for steady, uniform flow, and other simplifications that are not met in the Colorado River, the results nevertheless support the idea that changes in bed-sand grain size are much more important than changes in bed-sand area in regulating the concentration of suspended sand.  相似文献   
17.
地质遗迹资源保护利用价值是合理划分保护区的基础.本文以盐津乌蒙峡谷地质公园地质遗迹资源为例,从地质遗迹资源利用性和脆弱性两个方面构建地质遗迹资源保护利用价值评价指标体系,运用层次分析法确定地质遗迹资源保护利用价值评价因子权重.采用专家咨询法建立地质遗迹资源保护等级划分标准.利用菲什拜因-罗森伯格模型对盐津地质公园典型地质遗迹资源进行保护利用价值评价并划分保护等级.根据保护利用价值评价结果,利用Sufer9.0软件制作地质遗迹资源保护利用等值线图,结合地质遗迹资源保护的便利性与地方相关规划的协调性,绘制出盐津乌蒙峡谷地质公园地质遗迹资源保护分区图,结果为:盐津乌蒙峡谷地质公园特级保护区面积0.06 km2,一级保护区面积11.74 km2,二级保护区面积23.47 km2,三级保护区面积75.07 km2.  相似文献   
18.
Grab samples were taken from a population of Pectinaria australis Ehlers in Tasman Bay, New Zealand, at intervals over a 2‐year period, March 1971 to March 1973. Settlement occurred in summer with the new recruits showing rapid growth and heavy mortality, giving an apparent life cycle time of 1 y. The population density varied greatly over short distances at one time, presumably due to random settlement of aggregations of larvae from the plankton.  相似文献   
19.
远海孤立碳酸盐台地周缘发育了碳酸盐岩峡谷, 对其开展研究有助于深刻理解碳酸盐碎屑沉积物的“源-汇”体系及深水油气成藏等方面。文章利用多波束测深、高分辨率二维多道地震等数据, 精细刻画南海西沙海域永乐海底峡谷的地貌形态及内部充填特征, 揭示该峡谷沉积演化过程, 分析峡谷成因控制因素及稳定性。永乐海底峡谷形成演化可分为萌芽、汇聚和拓展3个阶段, 随着演化过程的发展, 峡谷规模及对沉积物输运作用增加。永乐海底峡谷形成及演化主要受古地貌隆起形成的负地形和沉积物重力流侵蚀作用影响。峡谷在第四纪以后仍有较明显的活动迹象。分析显示永乐海底峡谷是西北次海盆的重要物质输送通道, 其沉积演化过程及稳定性对研究碳酸盐台地沉积物输运等深水沉积过程及岛礁工程建设具有一定参考意义。  相似文献   
20.
桑植县油坊萤石矿位于扬子准地台边缘,是一典型的小而富的低温热液充填型矿床。矿体主要由压扭性断裂控制,与围岩含Ca质有关,围岩界限清晰。矿体呈透镜脉状、似层状或扁豆状,矿石质量好,Ca F2含量高。该矿床广泛存在围岩蚀变作用,表现有硅化、绢云母化、黄铁矿化、碳酸盐化。该类型萤石矿床有明显的找矿标志。  相似文献   
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