一种假说：湛江港（湾）成因问题之思考     

李春初 《热带地理》2013,33(5):636-639

对湛江港（湾）的成因提出如下假说：1）第四纪晚更新世时期,湛江地区可能发生过一次天体撞击地球的突变事件,撞击地点在麻斜海;2）从撞击坑中升起的大量尘烟被风向北吹送,在湛江港（湾）以北地区沉落下来,形成了面积颇广、厚约50 cm的风成黄土层;3）受此撞击事件影响,南三岛分裂成3个小岛,还诱发了周边的火山活动;4）湛江港（湾）上端伸入陆地的溺谷湾区域,出现“X”形裂痕,该裂痕在其后的低海面时期,遭受地表流水的侵蚀作用而加深、拓宽,再于冰后期海侵时成为溺谷湾。以上猜想,主要依据对以下3方面的现象及问题的观察与思考得出：一是湛江以北大面积、铺天盖地而来的风成黄土源于何处;二是麻斜海象是一个“坑”,坑中物质及其周边环境有一些异常;三是湛江溺谷湾发育的基础像一条裂谷。  相似文献   

基于CFD技术的河谷型城市风环境模拟——以兰州市城关区为例     

刘丽珺  吕萍  梁友嘉 《中国沙漠》2013,33(6):1840-1847

本文应用CFD软件对多种流场的强大模拟功能,模拟小尺度的兰州市城关区风环境。选用SRTM资料表征兰州市城关区的地形,应用ArcGIS生成兰州市地形模型,计算相关参数,将计算得到的地形粗糙度和兰州多年气候资料转化为CFD模型的数字参数及模拟边界条件等,首次模拟得到河谷型地区兰州城关区的风环境。结果表明:（1）河谷型地区中,气流过山时风速达最大值,依山体高度增大,而在背风坡风速值明显降低,达到0～1 m·s-1;（2）气流过境时在沿河谷前进,且在谷底风速值达0～1 m·s-1;（3）在模拟城市热岛效应的对比实验中,地块加热对气流过境有停滞作用。  相似文献   

基于RS的岷江流域土壤侵蚀变化及其驱动力分析   总被引：2，自引：0，他引：2  

孟兆鑫  邓玉林  刘武林 《地理与地理信息科学》2008,24(4)

依据1995年、2000年土壤侵蚀遥感数据并结合2005年实地调查资料,研究岷江流域土壤侵蚀演变规律及其驱动力。研究结果表明:1)2000年岷江流域土壤侵蚀面积为19 907.7 km2(比1995年减少369.6 km2),占流域面积的43.77%,土壤侵蚀量为8 943.26万t,平均侵蚀模数1 966 t/(km2.a),以水蚀和中度侵蚀为主。2)选择降雨变化、土地利用变化、植被覆盖度变化3个自然因素和人口密度、万元GDP(作为经济发展指标)2个社会发展指标作为研究区土壤侵蚀变化的驱动因素。结果表明:2000年降雨侵蚀力对土壤侵蚀的影响是1995年的71%;森林覆盖率每增加1%,土壤侵蚀模数减少0.4%~7%,平均减少53 t/(km2.a);林地、草地面积之和与土壤侵蚀面积呈明显的线性相关,旱地面积与土壤侵蚀面积呈二次函数关系;土壤侵蚀面积、土壤侵蚀量与万元GDP呈指数关系;单位人口密度和县域土壤侵蚀面积与土壤侵蚀量均呈幂指数关系。  相似文献   

辽宁滨海河谷地下水库建设研究   总被引：1，自引：0，他引：1  

赵丽波  李顺  温德娟 《地质与资源》2011,20(4):268-271

在对辽宁滨海河谷区进行地下储水空间分类的基础上,从地下储水空间的结构特征、边界条件、库容确定及补给源方面论证了重点滨海河谷区建设地下水库的可行性.通过对构建地下水库的重点要素的分析,认为六股河、兴城河、复州河、登沙河滨海河谷区初步具备建设地下水库的条件.  相似文献   

Late Holocene upper bounds of flood magnitudes and twentieth century large floods in the ungauged, hyperarid alluvial Nahal Arava, Israel   总被引：1，自引：0，他引：1  

Yael Jacoby  Tamir Grodek  Yehouda Enzel  Naomi Porat  Eric V. McDonald  Ofer Dahan   《Geomorphology》2008,95(3-4):274-294

The impact of large twentieth century floods on the riparian vegetation and channel morphology of the relatively wide anabranching and braided Nahal Arava, southern Israel, was documented as part of developing tools to (a) identify recent large floods, (b) determine these flood's respective magnitudes in alluvial ungauged streams, and (c) determine long-term upper bounds to flood stages and magnitudes. Along most of its course Nahal Paran, a major tributary that impacts the morphology, floods and sediments of Nahal Arava at the study reach, is a coarse-gravel, braided ephemeral stream. Downstream of the Arava–Paran confluence, aeolian and fluvial sand delivered from eastern Arava valley alters the channel morphology. The sand has accreted up to 2.5 m above the distinct current channels, facilitating the recording of large floods. This sand enhances the establishment of denser riparian vegetation (mainly Tamarix nilotica and Haloxylon persicum) that interacts with floods and affects stream morphology. A temporal association was found between specific floods recorded upstream and tree-ring ages of re-growth of flood-damaged tamarix trees (‘Sigafoos trees’) in the past 30 years. This association can be utilized for developing a twentieth century flood chronology in hyperarid ungauged basins in the region. The minimum magnitude of the largest flood that covered the entire channel width, estimated from flood deposits, is approximately 1700–1800 m³s^− 1. This is a larger magnitude than the largest gauged flood of 1150 m³s^− 1 that occurred in 1970 about 30 km upstream in Nahal Paran. Our estimation agrees with flood magnitude estimated from the regional envelope curve of the largest floods. Based on Holocene alluvial stratigraphy and OSL dating in the study reach we also conclude that flood stages did not reach the late Holocene ( 2.2 ka) surface and therefore we estimate a non-exceedance upper bound of  2000 m³s^− 1 flood magnitudes for Nahal Arava during that interval. This study indicates that in unfavorable areas the combination of hydrology, fluvial morphology and botanic evidence can increase our understanding of ungauged basins and give information crucial for hydrology planning.  相似文献   

Sedimentological and ichnological implications of rapid Holocene flooding of a gently sloping mud‐dominated incised valley – an example from the Red River (Gulf of Tonkin)          下载免费PDF全文

Andreas Wetzel  Agata Szczygielski  Daniel Unverricht  Karl Stattegger 《Sedimentology》2017,64(5):1173-1202

The Gulf of Tonkin coastline migrated at an average rate of ca 60 m year^?1 landward during Holocene sea‐level rise (20 to 8 ka). Due to a combination of rapid coastline migration and undersupply of sand, neither coastal barriers nor tidal sand bars developed at the mouth of the Red River incised valley. Only a 30 to 80 cm thick sandy interval formed at the base of full‐marine deposits. Thus, the river mouth represented a mud‐dominated open funnel‐shaped estuary during transgression. At the base of the valley fill, a thin fluvial lag deposit marks a period of lowered sea‐level when the river did not reach geomorphic equilibrium and was thus prone to erosion. The onset of base‐level rise is documented by non‐bioturbated to sparsely bioturbated mud that occasionally contains pyrite indicating short‐term seawater incursions. Siderite in overlying deposits points to low‐salinity estuarine conditions. The open funnel‐shaped river mouth favoured upstream incursion of seawater that varied inversely to the seasonal strongly fluctuating discharge: several centimetres to a few tens of centimetres thick intervals showing marine or freshwater dominance alternate, as indicated by bioturbational and physical sedimentary structures, and by the presence of Fe sulphides or siderite, respectively. Recurrent short‐term seawater incursions stressed the burrowing fauna. The degree of bioturbation increases upward corresponding to increasing marine influence. The uppermost estuarine sediments are completely bioturbated. The estuarine deposits aggraded on average rapidly, up to several metres kyr^?1. Siphonichnidal burrows produced by bivalves, however, document recurrent episodes of enhanced deposition (>0·5 m) and pronounced erosion (<1 m) that are otherwise not recorded. The slope of the incised valley affected the sedimentary facies. In steep valley segments, the marine transgressive surface (equivalent to the onset of full‐marine conditions) is accentuated by the Glossifungites ichnofacies, whereas in gently sloped valley segments the marine transgressive surface is gradational and bioturbated. Marine deposits are completely bioturbated.  相似文献   

Fault structures and their geoelectric parameters in the epicentral zone of the 27 September 2003 Chuya earthquake (Gorny Altai) from resistivity data     

N.N. Nevedrova  E.V. Deev  P.V. Ponomarev 《Russian Geology and Geophysics》2017,58(1):123-132

This paper presents an integrated measurement technique based on DC methods (vertical electrical sounding, electrical resistivity tomography) which was used to identify faults and determine their geoelectric parameters in the western part of the Chuya basin. New information on the structure of the Chagan River valley located in the zone of the disastrous 27 September 2003 Chuya earthquake has been obtained from the results of these methods. Geoelectric cross-sections of the sedimentary sequence and the upper part of the basement were obtained from VES data, showing the block structure of the study area. Electrical resistivity tomography sections confirm the presence of a major fault between basement blocks of different heights and indicate the presence of faults bounding the valley on its right side and in the southwestern part.  相似文献   

圆弧状多层沉积谷地在Rayleigh波入射下动力响应的解析解   总被引：1，自引：0，他引：1       下载免费PDF全文

张郁山 《地球物理学报》2010,53(9):2129-2143

利用波函数的Fourier-Bessel级数展开法,推导出了含任意多个圆弧状沉积层的谷地在Rayleigh波入射下二维稳态动力响应的解析解,分析了该级数形式解析解随截断项数的收敛问题,讨论了在获取该解析解的过程中,用于计算Rayleigh波自由场的有限Fourier级数的项数和用于模拟水平地表的大圆弧的半径对解的影响.研究结果表明,该解析解能够在一个非常宽的频带内收敛.最后,利用该解析解,在一个较宽的频带范围内,讨论了谷地中沉积介质的成层性,包括沉积层的层数、软弱夹层的存在及其厚度等因素对地面运动的影响.  相似文献   

牛眠沟流域泥石流形成条件、发展趋势及其防治探讨   总被引：1，自引：0，他引：1  

杨志全  廖丽萍  杨万科  胡进 《大地测量与地球动力学》2011,31(5):71-74

汶川地震使牛眠沟流域变成了一个多泥石流灾害的区域,到目前为止,已经发生7次大规模泥石流灾害。经研究,该流域诱发泥石流灾害的3个基本条件非常发育,而目前正处于发展阶段,在震后5~10年内的雨季,极易发生危害性较大、冲击力较强的大规模降雨型泥石流。如果考虑直接利用主沟内沉积的泥石流堆积物,在主沟堆积区的中上游左右两侧修建约为沟宽一半的交替式拦挡土石坝、在中下游修建与沟宽大致相等的拦挡土石坝及在相邻两坝间修建与沟向相对且具有一定坡度斜坡的土木防治工程,可实现消能与耗能双重目的。  相似文献   

金沙江其宗河段河谷演化及其工程效应   总被引：1，自引：0，他引：1  

罗永红  王运生  王自高  高建 《山地学报》2010,28(2)

金沙江其宗河段实地调研揭示:该河段共发育Ⅳ级阶地,其中Ⅳ级阶地卵砾石比Ⅲ级阶地的风化程度强得多;测年显示Ⅳ级阶地形成年代距今约80～90 ka,Ⅲ级阶地形成距今仅40～50 ka,取自zk204钻孔下部炭化木的14C测年为45 ka,这表明Ⅳ级阶地形成后,河谷一直下切到基覆界面,回填加积至现今Ⅲ级阶地的高度,然后又重新下切,形成Ⅲ级、Ⅱ级及Ⅰ级阶地,在形成程式上与川西河谷演化有较为明显的差异.由于河床覆盖层中、下部形成于晚更新世,具有超固结效果,不但承载力高而且不具有液化性.  相似文献