广州市城区地震地质灾害探讨   总被引：4，自引：2，他引：2  

郭钦华  郭良田  陈庞龙 《华南地震》2008,28(2):85-94

根据国内外强震作用下出现的地震地质灾害的背景条件,结合广州城区的地震地质环境,探讨了广州市城区在未来强震作用下可能出现的地震地质灾害类型和空间分布特征。  相似文献   

沙漠地区春季近地层气象要素分布规律的观测研究   总被引：7，自引：2，他引：5  

程穆宁  牛生杰 《中国沙漠》2008,28(5):955-961

利用2005年1月至2006年4月朱日和地区20 m气象塔的风向、风速、气温、相对湿度的观测资料,分析沙漠地区春季近地层气象要素的分布规律。结果表明: 春季温度回升,风速最大,相对湿度最小,利于起沙,故沙尘天气频繁。风速满足幂指数率分布规律,并且幂指数m能够很好的反映出风速梯度的变化情况;在沙尘暴、扬沙、背景、浮尘的天气条件下,春季近地面层风速梯度依次增大,湍流动量、热量交换系数依次减小;风向以西南为主。浮尘、扬沙天气各气层平均增温率分别大于或小于同时段的背景大气;沙尘暴期间温度下降,平均降温率为0.61 ℃\5h-1。春季相对湿度的平均递减率(递增率)与平均增温率(降温率)的大小正相关。浮尘天气相对湿度的平均递减率大于同时段的背景大气;扬沙天气相对湿度的平均递减率小于同时段的背景大气;沙尘暴天气相对湿度增大,平均增大率为2.80%\5h-1。  相似文献   

黄河和长江碎屑物质扩散研究——来自江苏沙脊物源示踪的约束     

林旭  刘海金  吴中海 《地球学报》2024,45(2):165-174

研究源-汇系统对于理解岩石风化、河流输砂、泥砂沉积以及陆地和海洋沉积过程具有重要意义。我国江苏省东海岸具有丰富的沉积物供应,在某些沿海地段形成了一系列沙脊,是进行沉积物源-汇过程研究的理想沉积记录之一。但目前对其物源区来自哪里还未达成共识。我们利用已发表的碎屑锆石U-Pb年龄和钾长石Pb同位素数据,结合江苏沙脊及其周缘区域的数据结果,详细厘定江苏沙脊的物源区,并运用蒙特卡罗反演模型定量评估江苏沙脊潜在物源区对其物质贡献率。结果表明江苏沙脊北部的碎屑物质主要受大别山(45%)和鲁中山区(24%)的共同影响;黄河(29%)、古黄河(27%)和长江(25%)的碎屑物质对江苏沙脊中部的物质组成起重要影响。江苏沙脊南部的物源主要来自长江(68%)。江苏沙脊的出现得益于黄河和长江这样的大陆尺度的大河搬运了丰富的碎屑物质到下游,南黄海西海岸的平坦地貌有利于保存这些碎屑物质,末次冰期后东亚陆架海动力过程(潮汐、海浪和沿岸流等)持续对其改造,这体现了河流-海洋在塑造河口-海岸地貌中的交互作用。  相似文献   

长江口悬沙颗粒的现场测量   总被引：3，自引：3，他引：0  

于连生  宋家驹  唐宏寰 《海洋技术学报》2005,24(2):6-8

我们利用自．行研制的“光学悬浮沙粒径谱仪”对长江口悬沙颗粒进行了现场测量,同时作了现场采样,经华东师范大学河口海岸国家重点实验室分析,分析结果与仪器现场测量结果进行了对比,结果表明,两种方法得到的平均粒径和悬沙浓度基本一致。  相似文献   

风沙物理学学科建设的若干问题   总被引：20，自引：10，他引：10  

董治宝  王涛  屈建军 《中国沙漠》2002,22(3):205-209

风沙问题日益严重,以风沙活动及其控制的物理机制为对象的风沙物理学学科建设亦愈来愈加重要。本文阐述了风沙物理学的研究对象、性质、理论体系、研究内容、目前存在的问题和亟待解决的问题,供风沙物理学研究者参考。  相似文献   

科尔沁沙地人工林下结皮发育对表土特性影响的研究   总被引：13，自引：11，他引：2  

郭轶瑞  赵哈林  赵学勇  左小安  罗亚勇 《中国沙漠》2007,27(6):1000-1006

通过野外取样和室内分析相结合,对科尔沁沙地不同生长年限人工林下土壤结皮的理化性质及结皮发育对表层土壤特性的影响进行了初步研究。结果表明,3 a、15 a生杨树林下分别发育了物理结皮、地衣结皮和苔藓结皮,15 a、25 a生樟子松林下均发育了苔藓结皮,结皮的厚度、紧实度、水分、粘粉粒含量及全效、速效养分等随物理结皮向苔藓结皮的发育依次增加。同时,结皮的存在增加了其下层土壤颗粒组成中的极细沙和粘粉粒含量,富集了结皮下土壤的有机质、全N、全P、速效N、速效P等养分,而且结皮对下层土壤的这些影响作用从物理结皮、地衣结皮到苔藓结皮呈逐渐增长的趋势。同一结皮下土壤粘粉粒含量、养分含量在0—5 cm范围内由表及里呈递减趋势,但均高于对照无结皮层相对应的值。25 a生樟子松林下发育的苔藓结皮及其下层土壤的理化状况明显优于其他人工林下结皮的情况。  相似文献   

福建海坛岛青峰老红砂旋回沉积的粒度特征及其古环境意义   总被引：1，自引：0，他引：1  

申健玲  李志忠  靳建辉  邓涛  姜锋  苑秀全  于晓莉  赖海成 《中国沙漠》2016,36(4):972-982

福建海坛岛青峰老红砂剖面以棕红色砂层和黄橙色砂层的交替旋回变化为显著特征。通过野外考察、采样和测定分析,对青峰老红砂剖面的粒度特征及其古气候意义进行深入研究。结果表明：（1）青峰剖面棕红色砂层以细砂为主,黄橙色砂层以中砂为主,细砂-中砂在剖面上呈现明显的交替旋回变化;（2）棕红色砂层和黄橙色砂层的粒度频率曲线均以单峰加一细尾为主,含有一定量的粉砂、黏土;概率累积曲线以滚-跳-悬三段式为主,但两种砂层在组分含量、斜率等方面存在差异;（3）粒度参数呈现明显的波动旋回变化,可能指示沉积时期区域风力、搬运动力、化学风化强度方面发生了周期性变化,即棕红色砂层显示了暖湿气候条件下的红壤化过程,黄橙色砂层则显示凉干气候条件下的黄壤化过程。因此,青峰老红砂旋回沉积表明第四纪晚期以来,福建东部沿海的古气候古土壤可能经历了南亚热带（赤红壤）和暖温带（黄壤）的交替变迁。  相似文献   

Fundamental study for morphodynamic modelling: Sand mounds in oscillatory flows     

P.K. Stansby  J. Huang  D.D. Apsley  M.I. García-Hermosa  A.G.L. Borthwick  P.H. Taylor  R.L. Soulsby 《Coastal Engineering》2009

Experiments on sand mounds in oscillatory flow, undertaken in controlled, large-scale laboratory conditions, have produced well-defined data sets for model comparison. Three bathymetries with different levels of submergence, including a surface-piercing case, were tested. The maximum slope was about 1:5.5. Sediment transport is due to bed load with ripple formation. The principal time-dependent bulk parameters are the vertical distance of the centre of gravity above the base and the volume of the mound. A semi-implicit finite-volume depth-averaged hydrodynamic model is used to drive morphodynamics, using van Rijn's sediment flux model generalized to take account of bed slope, and some justification is given for depth-averaged modeling in these conditions. Starting the model runs with the conditions at the end of the first cycle avoided initial atypical physical behaviour. In general good predictions were obtained with an angle of repose reduced from the standard value of about 30° for stationary beds to 15°. For these situations, morphodynamics was largely unaffected by a hydrodynamic roughness height in the range 2.5D₅₀ to 51D₅₀, with larger values accounting for ripple roughness. The reduced angle of repose may be physically expected with mobile beds but this specific value is only expected to be suited to this form of bed motion. In one case an exaggerated ripple formed near the top of the mound reducing agreement with experiment. For the submerged case with normal ripple structure excellent predictions were obtained. For the initially surface-piercing mound, the time of submergence was better predicted with a 30° angle of repose, presumably due to the prominent influence of the near stationary bed near the wet/dry interface, although long term predictions were better predicted with 15°. The occurrence of vortex shedding in the first cycle modeled was in agreement with experimental observation.  相似文献   

Comments on ‘Modelling the morphodynamic impact of offshore sandpit geometries’ by Roos et al. (2008)     

Paolo Blondeaux  Giovanna Vittori   《Coastal Engineering》2008,55(12):1245-1246

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Beach nourishments at Coolangatta Bay over the period 1987–2005: Impacts and lessons     

Bruno Castelle  Ian L. Turner  Xavier Bertin  Rodger Tomlinson 《Coastal Engineering》2009

Erosion of the southern Gold Coast beaches (SE Queensland, Australia) was exacerbated after the extension of the Tweed River training walls in the early 1960s. To achieve the objective of restoring and maintaining beach amenity, significant nourishment works have been undertaken in Coolangatta Bay over the past 30 years. Particularly, under the Tweed River Entrance Sand Bypassing Project (TRESBP) since 1995, a number of nourishment campaigns and the implementation of a permanent sand bypass system in 2001 have resulted in significant changes of Coolangatta Bay morphology. The present case study investigates the influence of both wave climate and nourishment works on the area extending from the updrift Snapper Rocks area to downdrift Kirra Beach. SWAN spectral wave model is implemented at Coolangatta Bay area and forced by the global wave model WW3 to estimate wave forcing and the potential natural longshore drift entering in Coolangatta. Specific transects extracted from accurate bathymetric surveys are used to investigate and quantify Coolangatta Bay sedimentation for the period 1987–2005. A network of Argus video stations provides high sample rate information on the shoreline evolution. Results show that, over the past 10 years, Coolangatta Bay has infilled rapidly. Sedimentation reached up to 6 m in some areas between 1995 and 2005, with beach width increasing by 200 m at Kirra Beach. Rapid seaward shoreline migration is consistent with the intense over-pumping of sand relative to the natural potential to move sand alongshore. The nourishment strategy used during this project has successfully delivered large amounts of sand to the southern Gold Coast embayment, although it has been up to now controversial from many community perspectives. The artificial sand bypassing process proved to be much more efficient than depositing the dredged sand in the nearshore area which requires a significant period of low energy condition in order for the deposited sediment to migrate shoreward and weld to the shore. This case study confirms that, when carefully undertaken, sand bypassing is a sustainable and flexible soft engineering approach which can work in concert with natural processes.  相似文献