湘东北中生代基性岩脉微量元素地球化学特征及岩石成因

湘东北中生代基性岩脉可以分为煌斑岩和辉绿岩两类 ,前者形成于 136 .6 1Ma ,后者形成于 86 .18Ma ,与华南中生代主要拉张时期相对应。岩石富集LREE ,Eu负异常不明显 ,其形成主要受地幔部分熔融作用制约。早期煌斑岩类微量元素和Sr、Nd同位素总体上具有富集地幔 (EMⅡ型 )洋岛玄武岩 (OIB)特征 ,富集Nd、P、Cs,而K、Rb、Sr、U、Th等富集程度不明显 ,Ta、Nb略有富集 ,具有软流圈地幔上涌地幔热柱玄武岩岩浆源区性质 ,表现出软流圈地幔上涌部分熔融的成岩特点。晚期辉绿岩类表现出Ta、Nb、Ti亏损 ,但LILE并不富集 ,反映地壳混染程度的增强 ,具有大陆拉张带 (裂谷初期 )形成的玄武岩岩浆源区性质 ,为岩石圈地幔部分熔融形成。二者具有不同的岩浆源区性质 ,从早期到晚期岩浆源区向上迁移并致使部分陆壳物质混入 ,反映由热点式拉张到岩石圈伸展 减薄的作用过程。     

储油罐区防火堤受力情况分析

利用ANSYS有限元分析软件,对防火堤受液态物质冲击时受力状况进行模拟,并对防火堤在冲击载荷下的受力情况进行了分析,指出防火堤在事故状态下的脆弱部分,对油库的安全设计、评价和日常维护具有参考价值。     

WATER BUDGETS FOR SMALL DIKED MARSHES1

ABSTRACT: This paper reports an analysis of the water budgets of 10 small (5–6 ha) diked areas (cells) within the Delta Marsh in southcentral Manitoba, Canada. The important terms in the water budget equation in this study were precipitation (P), water pumped in (SWI), evapotranspiration (ET), seepage in (GWI) and out (GWO), and change in storage (ΔS). P, SWI, and S were measured directly, and the sum of ET and GWO determined by difference. Estimating ET as 0.7 pan evaporation gave a seepage loss of 2.9 mm/day from the most intensively studied cell. Other methods of estimating ET produced estimates of GWO ranging from 2.4 to 3.8 mm/day. Water budgets for less intensively studied cells indicated seepage loss increased as perimeter available for seepage increased, but not proportionately. Efforts to measure seepage directly or estimate it from measured hydraulic gradients and hydraulic conductivity produced estimates much lower than the estimates from the water budget equation. Hydraulic conductivities were very heterogeneous, reflecting the sorting of water deposited sediments. Comparison of the hydraulic conductivities with seepage estimates from the water budget strongly suggests water movement downward as well as laterally from these diked areas.     

黄冈长江干堤防渗方法研究

讨论了黄冈长江干堤堤身土质状况,对黄冈长江干堤堤基土层结构进行了分类。通过渗流计算提出了黄冈长江干堤典型断面堤基防渗加固处理措施。针对黄冈长江干堤堤基土层结构的特点,提出了黄冈长江干堤堤基防渗加固处理的原则,黄冈长江干堤加固的重点是堤基的防渗加固处理,应根据渗流计算的结果,考虑到堤防周围的地理、地质环境及人文社会因素,通过方案比较确定出合理的堤基防渗加固方案。由于黄冈长江干堤所在堤段的堤基透水层一般为砂壤土和粉细砂,因此黄冈长江干堤不宜于采用排渗井或减压沟进行堤基防渗。     

Dike Breach Risks of Different Flood Conditions in the Lower Yellow River

Based on the analysis of hanging rivers' actuality in the lower Yellow River and researches related to the evaluation of dike breach risks, it is put forward that the influencing factors of dike beach risks in the lower Yellow River should involve four aspects, the flow and sediment movement, the regional crustal stability, the variation of river regime and the stability of river dikes. With this, the evaluation indexes system of dike breach risks is established, and with the support of geographic information systems technology, the model of multi-hierarchical fuzzy comprehensive judgment is applied to estimate the dike beach risks of the hanging rivers in the lower Yellow River under different flood conditions. The evaluation results of dike breach risks show the following distributing regularities of dike breach risks in the lower Yellow River: (1) Dike breach risks increase with the increase of the flood. (2) Dike breach risks decrease with the changes of river patterns along the channel. (3) There are great risks of dike breach in the wandering reaches, and it is relatively higher in the south bank than in the north in wandering reaches. (4) There is a higher dike breach risk in the north bank than in the south in winding reaches. Simultaneously, the evaluation results manifest that the evaluation indexes system established from the flow and sediment movement, the regional crustal stability, the variation of river regime and the stability of river dikes can represent the actual situation of the lower Yellow River more comprehensively. The application of multi-hierarchical fuzzy comprehensive judgment can preferably resolve the problem of hanging river dike breach, which has numerous influencing factors and complicated functionary mechanisms. The applications of geographic information systems technology with powerful spatial analysis functions make dike beach risks quantificationally displayed in different spatial positions, and reflect the differences of dike beach risks in different spatial positions of the channel in the lower Yellow River.     

ADDITION OF SPURS TO STONE TOE PROTECTION FOR WARMWATER FISH HABITAT REHABILITATION1

ABSTRACT: Longitudinal stone toe is one of the most reliable and economically attractive approaches for stabilizing eroding banks in incised channels. However, aquatic habitat provided by stone toe is inferior to that provided by spur dikes. In order to test a design that combined features of stone toe and spurs, eleven stone spurs were placed perpendicular to 170 m of existing stone toe in Goodwin Creek, Mississippi, and willow posts were planted in the sandbar on the opposite bank. Response was evaluated by monitoring fish and habitats in the treated reach and an adjacent comparison reach (willow post planting and standard toe without spurs) for four years. Furthermore, physical habitats within the treated reach were compared with seven reaches protected with standard toe on a single date three years after construction. Overall results indicated that spur addition resulted in modest increases in baseflow stony bankline, water width and pool habitat availability, but had only local effects on depth. These relatively small changes in physical habitat were exaggerated seasonally by beaver dams that appeared during periods of prolonged low flow in late Summer and Autumn. Physical changes were accompanied by shifts in fish species composition away from a run-dwelling assemblage dominated by large numbers of cyprinids and immature centrarchids toward an assemblage containing fewer and larger centrarchids. Biological responses were at least partially due to the effects of temporary beaver dams.     

大型原油储罐泄漏隔堤池火灾后果研究

为了研究储罐大孔泄漏后可能产生的隔堤局部面状液池火灾,以10万立方大型原油储罐为例,采用计算流体力学软件FLUENT和火灾模拟软件FDS计算储罐在真实泄漏场景下的液池区域,模拟发生隔堤池火的分布特征及对临罐热辐射影响。研究结果表明:储罐原油泄漏后将在隔堤内形成相对稳定面积的液池,在储罐不同方位处泄漏形成的液池面积与储罐壁距雨水收集槽长度相关;储罐正下方的隔堤池火对储罐造成的热辐射极大;风对临罐受到的池火热辐射强度影响明显,指向罐组中心方向的来风对临罐热辐射强度影响较大。     

丁坝工程冲刷与防护措施研究综述

丁坝是一种典型的河道整治建筑物,在控导工程中被广泛应用,实际工程中对于丁坝冲刷与防护的研究尤为重要,关系到丁坝的稳定与安全。本文系统的回顾了国内外丁坝工程冲刷与防护安全的研究进展,重点从机理研究、原型观测、物理模型、数值模拟和防护措施等五个方面对丁坝冲刷及防护的研究成果进行综述,总结分析了国内外丁坝冲刷的理论研究动态及存在的不足,并提出大致的研究思路以期为后续的丁坝冲刷与防护相关问题的研究提供科学建议。     

防护堤高度对LNG扩散行为影响研究

防护堤是LNG储罐区重要的安全措施之一,防护堤高度对于LNG的扩散行为具有显著影响。采用计算流体动力学(CFD)研究半地下LNG储罐区不同防护堤高度下的LNG液池和LNG蒸气云扩散行为,对比分析储罐区底面积和防护堤高度对LNG蒸气扩散距离和扩散速度影响。结果表明防护堤高度的增加可有效减小LNG蒸气云的0.5倍燃烧下限(LFL)扩散距离。因此,对于同一种半地下LNG储罐区,在液池充分扩展前,可燃气云最大扩散距离与储罐区底面积成正比,防护堤高度的增加可减小LNG可燃气云的扩散距离。研究结果可指导LNG加气站半地下LNG储罐区防护堤的设置。     

在府南河下游修建生态河堤

本文论述了生态河堤的类型、特点以及河堤建设的发展趋势。为了加速成都市的生态建设，建议在二环路至黄龙溪的府河段修建生态河堤，并把河流整治与旅游开发结合起来，统一规则，分步实施，在沿河两岸筑起绿色长廊，重续人类与大自然的亲妮情缘。