毛乌素沙地布寨淖尔下风向沙化湖滨地表沉积物理化特性

布寨淖尔湖是鄂尔多斯高原毛乌素沙地腹地的代表性盐湖,其东南部分布着平坦裸露的沙化湖滨\,湖岸沙丘及半固定沙丘,地表均沉积有大量沙物质与粉尘,这些松散富盐物质在风力侵蚀作用下常形成盐碱尘暴,威胁下风向区域的生态环境安全。研究了布寨淖尔湖东南部区域2.5 km范围内地表沉积物的土壤粒度与理化特性,旨在为盐碱尘暴源区的防治与生态治理提供基础科学参考。结果表明:布寨淖尔湖滨裸露地表沉积物以粗砂、中沙和细砂为主;从湖心沿东南方向等距离(0.5 km)采样,距湖心越远,粗砂和细砂含量逐渐减小,极细砂、粉砂和黏土含量逐渐增加,中砂含量无明显变化。地表沉积物含水率、容重随与湖心距离的增加逐渐增加,pH值、全盐量及电导率则呈逐渐减小趋势;沉积物阳离子以Na⁺为主,阴离子以Cl^-为主,其次为SO₄^2-、HCO^-₃。整体看,区内地表碱化较为严重,区域下风向土壤理化特征呈明显有规律变化趋势,湖滨地表土壤有明显风蚀迹象,可能是盐碱尘暴与湖岸沙丘形成的重要物源区。     

含水砂层对堆积体稳定性的影响研究

受复杂地质环境的影响,我国西南岷江上游沿岸普遍发育一种前缘多分布有一层或多层具一定厚度含水砂层的特殊堆积体。大量工程实践表明,工程开挖的扰动可导致砂层出现明显侧向变形,进而导致整个堆积体的失稳破坏。本文采用数值计算的方法,结合某典型堆积体对开挖条件下砂层影响其整体稳定性的作用机理进行了较为深入的分析和探讨。     

河西走廊地质历史中宋辽干冷期灾变事件及其影响

宋辽寒冷干旱期的急剧降温,使河西地区降水量迅速减少,气候变得更为干旱。植被枯萎,风暴、沙暴、尘暴、火灾、旱灾、饥荒等灾害事件频繁发生,从而引发了一系列生态环境问题和战争动乱,对中国政治、社会、经济、文化产生重大影响。依据历史资料和考古研究成果及地质记录中“事件标志层”层位、年代,确定宋辽寒冷干旱期发生于公元1000~1050年,发展于公元1050~1100年,强盛于公元1100~1320年,消亡于公元1320~1335年。     

黑龙江省黑山大理岩饰面石材矿床地质特征及综合利用

本文阐述了黑龙江省巴彦县黑山大理岩饰面石材矿床的地质特征、矿石的花色品种、产品的装饰性能等特点。     

鄂尔多斯盆地前寒武纪末期古地貌恢复及其对烃源岩的控制作用

鄂尔多斯盆地前寒武纪末期古地貌控制着后期沉积体系的空间配置与古地理展布。通过野外剖面、岩芯分析、测井数据等建立鄂尔多斯盆地寒武系层序地层格架;选取寒武纪SS1最大海泛面(徐庄组沉积晚期地层)为标志层,通过残余厚度印模法,并结合古地质图分析,对研究区前寒武纪进行古地貌恢复,明确了前寒武纪沉积背景、构造格局及物源方向。总体上,前寒武纪鄂尔多斯盆地南、北濒临秦祁海和兴蒙海,东、西被贺兰和晋豫陕坳拉槽所夹持,古地貌东北高、西南低,受秦祁海影响最大,可将其划分为3个古构造地貌单元:高地剥蚀区、受古构造控制形成的坳陷区以及处于剥蚀与沉积过渡地带的斜坡阶地区。通过研究前寒武纪末期古地貌与寒武纪早期烃源岩分布认为,拉张活动背景下的坳陷带以及斜坡带是鄂尔多斯盆地寒武纪早期烃源岩发育的有利区块,前寒武纪古地貌格局影响了寒武纪早期烃源岩发育与分布。恢复古地貌形态对于揭示物源供给,研究沉积物搬运、平面和纵向展布特征,探究沉积、沉降中心的迁移规律,以及进一步揭示生储盖组合和分布具有重大意义。     

Hydrodynamic Tidal Model of the Persian Gulf Based on Spatially Variable Bed Friction Coefficient

The aim of this study is to develop a two-dimensional hydrodynamic tidal model for the Persian Gulf (PG2017) using 2D-MIKE21 software. The advantages of present study is accounting for the spatial variation of bed friction coefficient besides a precise bathymetry together with a 23-year of combined records of satellite altimetry data. We found that the bed friction coefficient has a significant effect on sea level changes in the region under our modeling consideration. Since the tidal behavior in the northern part of the Qeshm Island is significantly different from the other parts of the Persian Gulf, to present a more accurate hydrodynamic tidal model, the Gulf is divided into two regions where the bed friction coefficient is modeled separately for each region. The root mean square value of the differences between the amplitude of dominant constituents; M2, S2, K1, and O1 derived from the PG2017 model and that of 98 altimetry and coastal tide gauge stations are respectively equal to 1.6, 1.9, 2.8, and 1.3?cm. Moreover, comparing the PG2017 model efficiency with the FES2014, OSU12, EOT11a, DTU10, and Admiralty models shows that the PG2017 model has an improvement of 22.1%, 47.2%, 43.2%, 44.2%, and 57.6% in terms of relative error, respectively.     

广西合浦海草床生态系统服务功能价值评估

海草床生态系统是生物多样性丰富和生产力高的近岸海洋生态系统,本文以广西合浦海草床为例,结合实地调查、已有的研究成果和当地统计资料,综合运用生态经济学、资源经济学等基本理论和方法,对该地区海草生态系统的服务功能进行了价值评估。结果表明2005年该地区海草生态系统的服务功能价值为6．29×105元／a·ha,其中间接利用价值最大,为4．47×105元／a·ha,占总经济价值的70．97％;其次为非利用价值,为1．54x105元／a·ha,占总经济价值的24．52％;最少的是直接利用价值为2．84×104元／a·ha,仅占总经济价值的4．51％。     

浅层物探技术在近海灾害地质与工程地质调查中的应用

随着海洋资源的开发与滨岸工程的建设,越来越多地遇到海洋地质灾害的影响与危害。为了避免并降低海洋地质灾害的影响程度,应开展海洋灾害地质与工程地质调查。二十多年来的实践经验表明,若采用以高分辨率地震为主,配合浅地层剖面、旁侧声纳、测深及磁力测量等综合浅层物探技术,对于了解海洋地质灾害因素与海底浅部工程地质特性等方面都能取得良好的效果,这是一种既经济又较快速地提供成果资料的好方法。     

钱塘江强潮河段江道缩窄治理研究

对钱塘江强潮河段江道缩窄治理进行研究。首先,回顾治理方案的比选,江道全线缩窄时河轴线线路和河道宽度的确定原则,以及不同河段的指数放宽率。然后,介绍了在涌潮汹涌、滩涂淤坍变化剧烈的强潮河段,实施筑堤所采取的工程措施的步序与要点。最后,分析论证了大规模江道缩窄治理后河床、潮汐、洪水位及涌潮高度等特征值的变化。可供进一步深入理论研究和工程施工参考运用。     

A traversing system to measure bottom boundary layer hydraulic properties

This study describes a new convenient and robust system developed to measure benthic boundary layer properties, with emphasis placed on the determination of bed shear stress and roughness height distribution within estuarine systems by using velocity measurements. This system consisted of a remotely operated motorised traverser that allowed a single ADV to collect data between 0 and 1 m above the bed. As a case study, we applied the proposed traversing system to investigate bottom boundary layer (BBL) hydraulic properties within Coombabah Creek, Queensland, Australia. Four commonly-employed techniques: (1) Log-Profile (LP); (2) Reynolds stress (RS); (3) Turbulent Kinetic Energy (TKE); and (4) Inertial Dissipation (ID) used to estimate bed shear stresses from velocity measurements were compared. Bed shear stresses estimated with these four methods agreed reasonably well; of these, the LP method was found to be most useful and reliable. Additionally, the LP method permits the calculation of roughness height, which the other three methods do not. An average value of bed shear stress of 0.46 N/m², roughness height of 4.3 mm, and drag coefficient of 0.0054 were observed within Coombabah Creek. Results are consistent with that reported for several other silty bed estuaries.