The impact of highly permeable layer on hydraulic system in a coastal aquifer     

Kue‐Young Kim  Weon Shik Han  Eungyu Park 《水文研究》2013,27(22):3128-3138

This study is aimed to understand the hydraulic mechanism of coastal aquifer systems that include highly permeable layers (HPLs). These hydrologic conditions can be found in many volcanic islands that are composed of a series of lava flows discharged into sea or other standing body of water. In the first part, we developed a numerical model based on the geologic and hydrologic data obtained from the eastern Jeju Island, Korea, of which the aquifer contains clinker and hyaloclastite layers. The simulation results reproduced spatial location of fresh‐saline water interface, especially the abrupt decline of interface at the inland part and the thickness variation of transition zone along the cross‐section observed at the eastern Jeju coastal aquifer. We were able to find out that these phenomena are strongly related to the presence of the HPL. In the second part, quantitative analyses were conducted with the use of hypothetical models in order to understand the dynamic characteristics of coastal system that includes HPLs. A series of sensitivity studies were conducted to assess the effect of the horizontal length and vertical depth of HPL on the spatial location of the interface toe and the configuration of transition zone. Various case studies have shown that the seawater intruded into the inland more as the horizontal length of HPL was increased and its vertical depth was decreased. In other simulations including two HPLs, the vertical distance between these two HPLs primarily controlled the flow regime, flux variations, and the configuration of the transition zone. Finally, we performed simulations to evaluate the effect of a rising sea‐level. This study provides more understanding of how the presence of HPL controls the seawater intrusion processes, and the spatial configurations of fresh‐saline water interface at coastal aquifers. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Patterns of mixed siliciclastic‐carbonate sedimentation adjacent to a large dry‐tropics river on the central Great Barrier Reef shelf,Australia     

《Australian Journal of Earth Sciences》2013,60(5):665-683

The Great Barrier Reef represents the largest modern example of a mixed siliciclastic‐carbonate system. The Burdekin River is the largest source of terrigenous sediment to the lagoon and is therefore an ideal location to investigate regional patterns of mixed sedimentation. Sediments become coarser grained and more poorly sorted away from the protection of eastern headlands, with mud accumulation focused in localised ‘hot spots‘ in the eastern portion of embayments protected from southeast trade winds. The middle shelf has a variable facies distribution but is dominated by coarse carbonate sand. North of Bowling Green Bay, modern coarse carbonate sand and relict quartzose sand occur. Shore‐normal compositional changes show Ca‐enrichment and Al‐dilution seawards towards the reef, and shore‐parallel trends show Al‐dilution westwards (across bays) along a Ca‐depleted mixing line. Intermediate siliciclastic‐carbonate sediment compositions occur on the middle shelf due to the abundance of relict terrigenous sand, a pattern that is less developed on the narrow northern Great Barrier Reef shelf. Rates of sediment deposition from seismic evidence and radiochemical tracers suggest that despite the magnitude of riverine input, 80–90% of the Burdekin‐derived sediment is effectively captured in Bowling Green Bay. Over millennial time‐scales, stratigraphic controls suggest that sediment is being preferentially accreted back to the coast.  相似文献   

利用地基GPS测定沙尘暴的含沙量     

侍荣 《北京测绘》2010,(1):83-84,70

准确掌握地球大气中沙尘的分布,了解沙尘移动趋势对天气现象、气候变化、数值预报有重要的理论研究及实用价值。本文详细地论述了利用地基GPS方法观测大气中沙尘含量的原理。论述了在地基GPS技术中观测站遥测大气中沙尘含量的理论基础,建立了利用GPS观测数据计算大气层沙尘含量的理论模型,导出了相应的计算公式。  相似文献   

Anticipating the effects of groundwater withdrawal on seawater intrusion and soil settlement in urban coastal areas     

Josep Mas‐Pla  Agustí Rodríguez‐Florit  Manel Zamorano  Carles Roqué  Anna Menció  David Brusi 《水文研究》2013,27(16):2352-2366

Intensive pumping in urban coastal areas is a common threat to water resource quality due to seawater intrusion. In those areas where subsurface water resources are not usually used for human consumption or irrigation, intensive pumping is associated with other activities like the lowering of the water table necessary to support underground structures and building foundations. This activity also increases the likelihood of soil settlement that affects building stability and the corrosion of concrete structures due to groundwater salinity. Under these circumstances, the awareness of a certain municipality (Calonge, NE Spain) of the potential effects of groundwater withdrawal upon foundations has led to an integrated approach to anticipate seawater intrusion related to urban development. Geological mapping and correlation of borehole logs, electrical resistivity tomography, and hydrochemical data provide comprehensive knowledge of the geology and hydrogeology of the area and act as screening tools necessary to discern the influence of hydrological processes in coastal areas. Developing Strack's analytical solution, new comprehensive, dimensionless expressions are herein derived to determine the critical pumping rate necessary to prevent seawater intrusion, as well as to reproduce the evolution of the wedge toe and the water table stagnation point under different withdrawal rates. Furthermore, the Dupuit–Forchheimer well discharge formula allows the estimation of the effects of the water table lowering due to such critical pumping in the surrounding building foundations. Field data from the Calonge coastal plain illustrate this approach and provide assessment criteria for future urban development and planning. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

珠江磨刀门水道咸潮上溯加剧的原因   总被引：1，自引：0，他引：1  

韩志远  田向平  刘峰 《海洋学研究》2010,28(2):52-59

对磨刀门水道不同年份地形资料和多年枯季潮位资料进行了对比分析,结果表明:大规模的河床采砂,引起磨刀门上游河段河床大幅下切,河道深泓平均加深0.59~2.25 m,河槽容积平均增加8.91×106~12.11×106m3,使该河段枯季潮差增大,进潮量增加,潮汐动力增强,导致咸水界向上游河段推移;口门围垦整治后,磨刀门口门区由众多岛屿环抱而成的内海区变成人工导堤控制的"一主一支"两条水道,水域面积减少了80%,河槽容积减少了40%,深槽趋于顺直加深,使口门区的"调淡"作用消失,这是咸潮上溯的重要原因;根据多年水文频率分析,发生严重咸潮灾害时,西、北江枯季流量并非都是枯水流量,因此枯季上游来水量变化并不是近年来咸潮灾害加剧的主要原因。  相似文献   

莱州湾海岸带环境与功能区划初探   总被引：1，自引：0，他引：1  

易亮  于洪军  徐兴永  苏乔  姚菁 《海岸工程》2010,29(1):30-39

利用国家海洋局第一海洋研究所2007—2008年莱州湾地下水监测数据,在甄别、整理的基础上,进行了相关分析、主成分和聚类分析。根据聚类分析各类别的地下水质特征,同时考虑到区域的可持续发展,划分出海水入侵预防治理区、海水入侵重点治理区、养殖与海化产业区和海化工业区共四个区域。  相似文献   

粟类作物稃片植硅体形态研究回顾与展望     

张健平  吕厚远  葛勇  邵孔兰 《第四纪研究》2019,39(1):1-11

中国是粟、黍的起源地,但受植物遗存保存状况及研究方法的限制,对粟类旱作农业起源与驯化的时间、地点、种类、过程等的认识仍然存在不同观点。植硅体分析为准确鉴定粟、黍及其野生祖本和亲缘物种提供了新的途径。本文总结了近几年来针对粟、黍种子稃片植硅体研究取得的新进展,获得以下认识:1)进一步明确了稃片表皮长细胞植硅体的形态特征、大小、数量是鉴定考古文化堆积中粟、黍及其野生祖本和亲缘野生物种的可靠指标;2)通过对比我国北方常见的狗尾草属稃片植硅体,发现了ΩⅢ型仅发育于粟和青狗尾草的稃片中部,且其大小与狗尾草属野生植物差异显著;3)分析和说明了稃片植硅体鉴定流程和方法、重点强调了稃片Ω/η类型的鉴定特征和应用范围,以及植硅体统计量等关键问题;4)讨论了粟类稃片植硅体产量与农作物产量的关系以及植硅体埋藏学问题,最后对深化粟类植硅体形态学研究提出了初步建议。希望通过本文的总结与讨论,能够使植硅体分析方法在粟类作物起源和传播的研究中得到更准确、更广泛的应用。  相似文献   

遗址土劣化进程中微观结构变化的类比研究     

陈毅  张虎元  杨龙 《岩土力学》2018,39(11):4117-4124

长期的风化会使遗址土体劣化,进而威胁到遗址本体的安全,但在自然条件下这一演化过程尚不明确。遗址土体微观结构的变化是该过程的重要体现,研究选取风化条件近似而暴露时间不同的黄土质边坡作为类比对象,采用扫描电镜法（SEM）和压汞法（MIP）分别对表部以及内部土样的微观孔隙结构进行观察和量测。试验结果表明,表部土体微观结构的变化程度大于内部土体,并呈现一定的规律性;与内部土体相比,表部土体的土颗粒排列为致密的叠片状;其孔径分布为双峰模式,团聚体内孔隙占比较大;随着风化时间的增长,表部土体的孔隙总体积和表面分形维数逐渐减小,导致孔壁粗糙程度降低,减小了颗粒间的摩擦,在宏观上容易诱发土体表层的剥离损耗或其他病害。  相似文献   

大石峡高面板坝筑坝砂砾料现场大型相对密度试验     

董承山  杨正权  王龙  何冰  刘莹光 《吉林大学学报(地球科学版)》2018,48(5):1603

当前,主要采用相对密度来表征筑坝砂砾料的密实程度,并以此来评价大坝的施工碾压质量。受试验设备尺寸和击实功能的限制,室内试验难以反映现场实际筑坝砂砾料粒径大、采用大型碾压机具进行高强度碾压的实际情况,试验确定砂砾料最大干密度值偏低,难以直接用于指导实际工程。针对大石峡高面板坝筑坝砂砾料,在工地现场采用实际筑坝碾压设备和大型相对密度桶,对原级配坝料开展相对密度试验,研究了坝料的压实特性,确定了不同级配（含砾量）坝料的相对密度特性指标。研究表明：比较室内试验成果,现场试验确定砂砾料最大干密度值有较大提高;随着含砾量的增加,砂砾料的最大、最小干密度值先增加、后减小,存在压实密度最高的最优含砾量特征值;强振碾压使得弱胶结砂砾料产生不同程度的颗粒破碎效应,颗粒破碎的程度和土料的原始级配特性相关联。  相似文献   

长乐-南澳构造带白垩纪“片麻状”浆混杂岩的成岩机制研究——以泉州肖厝岩体为例     

邢光福  李龙明  姜杨  冯艳芳  卢清地  陈志洪  余明刚  段政 《火山地质与矿产》2014,(2):79-94

闽东南长乐南澳构造带沿线出露大面积白垩纪花岗岩岩基,普遍存在岩浆混合现象,肖厝侵入岩是其中的代表性岩体.野外观察和化学分析表明,肖厝侵入岩由二长花岗岩和辉长闪长岩、以及该两种混合端员岩浆混合形成的闪长质-花岗闪长质-花岗质过渡岩类组成;岩石总体富碱、富LREE和LILE、贫HFSE; A/CNK=0.82～1.05,属准铝质微过铝质钙碱性系列,部分受流体交代的岩石A/CNK值可升高至1.69;岩浆混合过程中发生了元素的选择性富集/亏损和同位素组成的均一化,（87Sr/86Sr）为0.7055～0.7061,εNd（t）为-1.9～-3.0.锆石年代学研究表明,肖厝侵入岩的岩浆混合开始于约136Ma,于121Ma时初始侵位于下地壳.结合区域地质特征,分析了肖厝侵入岩的成岩机制,提出岩体侵位早于长乐-南澳构造带的变质变形作用,两者不存在成因上的联系;118～～100Ma时该构造带曾发生过深层次地壳逆冲推覆,使形成于中—下地壳的韧性剪切带和肖厝侵入岩共同快速上升至地表.  相似文献