北极加拿大海盆2003年和2008年上层海洋热含量的差异分析

主要利用2003年和2008年两次夏季北极科学考察的CTD数据处理了加拿大海盆上层海洋的热含量(这里上层海洋指的是200m以上的海洋),定量分析了热含量随深度的变化,并比较分析了这两年在夏季海冰融化期间热含量的垂向差异变化,以及影响热含量变化的因素,给出了上层海洋热含量在加拿大海盆的空间分布。2008年与2003年相比最显著的变化是在加拿大海盆开阔水域的增加,这将导致太阳辐射能进入海洋中的能量增加,同时海冰的大量融化带来了大量淡水,这些变化改变了上层海洋的温盐性质。海冰大量融化主要产生两个效应：一是上层海洋的普遍增暖,二是太平洋入流水体的下移。文中还分析了近年来在加拿大海盆中变化显著的次表层暖水现象,由于次表层暖水蕴含着不小的热含量,其在上层海洋热量平衡中的作用不容忽视。     

地表暖化影响下温度示踪地下水流速方法

为构建温度示踪方法测算地下水流速技术体系,并应用于区域地下水资源评价,基于最小二乘法和垂向一维非稳定流水-热运移方程数值解法,提出地表暖化情形下地下水流速计算方法,并对雷州半岛东北部地下水流速进行测算。结果表明:研究区域地下水补给速度为0.796m/a,入渗以西北部降水和运河渗漏为主;地下水排泄速度为0.269m/a,排泄入海主要发生在东海岛、南三岛和硵州岛附近。温度示踪解析区域地下水流动情况与地下水位分布情况基本一致,观测和计算地温数据具有较强相关性(R^2>0.50)和较低均方根误差(均值0.748),表明提出方法率定得到的地下水流速具有较强的可靠性。参数敏感性分析结果表明,地质体热扩散率和地表温度均对地温计算结果产生较明显的影响,参数的准确率定对利用地温计算地下水流速十分重要。     

遥感技术在腾冲西南地区地热资源研究预测中的应用

利用TM数据,对滇西腾冲西南地区进行地质构造解译,阐明了该区多地热活动的原因.通过对TM6波段热红外异常信息的提取,经构造解译与地热异常分布区的叠加分析,发现了该区地热富集的规律性,提出了地热田的遥感影像模式.据此,预测出腾冲西南地区62处水热活动Ⅰ级异常区.     

高产热花岗岩特征及其与岩浆—热液金属成矿效应研究

高产热花岗岩是指富含放射性产热元素U、Th和K,产热率值 ≥ 5μW/m3的花岗岩类。作为潜在的地热资源——干热岩,高产热（HHP——high heat production）花岗岩研究备受各国关注,而其金属成矿效应却缺乏相应的重视与综述。高产热花岗岩通常为多期堆叠形成的杂岩体,具有富碱、低磷特征,多数呈现高分异演化特征,一般与大型—超大型热液金属矿床密切相关。本文明确高产热花岗岩与稀有—稀土金属矿床（尤其W—Sn矿床）和与还原性侵入体有关金矿床关系密切,而且高产热花岗岩具有持久分异与元素富集效应以及延迟加热效应,该效应可能有助于长寿命岩浆—热液成矿系统与大型金属矿床形成。     

基于GMS的某石化企业地下水污染模拟

选取山东省某石化企业为研究对象,运用GMS构建地下水流和溶质运移模型,模拟石化企业典型污染物在正常渗漏和采取防渗阻隔2种情况下的污染分布。结果表明：正常渗漏情况下,污染羽在水平方向上顺水流方向扩散,扩散范围随时间增大而扩大,在模拟时间9 500 d时,最大迁移距离为26.15 m。污染羽在垂向上受土层渗透性影响迁移缓慢,在模拟时间9 500 d时,底部黏土层浓度最大为0.074 mg/L。在污染源下游采取防渗墙阻隔后,污染羽横向迁移明显受限,在模拟时间9 500 d时,最大迁移距离为23.65 m。相比于正常渗漏,污染羽纵向迁移增强,设置阻隔墙后底部黏土层浓度明显增大,在第9 500 d时浓度达到最大,为0.152 mg/L。     

Transport of water in frozen soil IV. Analysis of experimental results on the effects of ice content

Effects of ice content on the transport of water in frozen soil are studied experimentally and theoretically under isothermal conditions. A physical law, that the flux of water in unsaturated frozen soil is proportional to the gradient of total water content is proposed. Theoretical justification is made by the use of the two-phase flow theory. The experimental results are shown to support the proposed physical law. The results of this study are presented in two parts and this is the second paper describing the theoretical aspects of the study.     

Application of numerical modelling to a case of compaction-driven dolomitization: a Jurassic palaeohigh in the Po Plain, Italy

Dolomitization of a carbonate platform can occur at different times and in different diagenetic environments, from synsedimentary to deep burial settings. Numerical simulations are valuable tools to test and select the model that, among different hypotheses compatible with field and geochemical data, best honour mass balance, kinetic and thermodynamic constraints. Moreover, the simulation can predict the distribution of the dolomitized bodies in the subsurface and evaluate porosity changes; valuable information for the oil industry. This study is the first attempt to reproduce and investigate the compaction dolomitization model. The diagenetic study of the Jurassic carbonate basin and palaeohigh system of the Po Plain indicates that the carbonates of the palaeohighs were dolomitized by basin compaction fluids. The main goal of the simulations is to evaluate the origin and evolution of the dolomitizing fluids and to provide insights regarding the distribution of the potential reservoir‐dolomitized bodies in the Po Plain. The modelling process is subdivided into two steps: basin modelling and reactive transport modelling. The SEBE3 basin simulator (Eni proprietary) was used to create a three‐dimensional model of the compacting system. The results include compaction fluid flow rate from the basin to the palaeohigh, compaction duration and a determination of the total amount of fluid introduced into the palaeohigh. These data are then used to perform reactive transport modelling with the TOUGHREACT code. Sensitivities on dolomite kinetic parameters suggest that dolomitization was an efficient process even at low temperatures, with differences mainly related to the dynamics of the process. Fluid composition is one of the main constraints, the sea water derived compaction fluid is proven to be efficient for dolomitization due to its relatively high Mg content. Simulations also confirmed that permeability is the most important factor influencing fluid flow and, consequently, the dolomite distribution in the formation. Permeable fractured zones have a strong influence, diverting the dolomitizing fluids from their normal path towards overlying or lateral zones. Moreover, the simulations showed that, after dolomite replacement is complete, the dolomitizing fluids can precipitate dolomite cement, causing over‐dolomitization, with related localized plugging effects in the zone of influx. Mass balance calculations indicate that in the dolomitization compaction model, the amount of compaction water fluxed from the basin to the carbonate is the main constraint on dolomitization efficiency. This observation implies that the ratio between the volume of the basin undergoing compaction and the volume of the palaeohigh is a limiting factor on the final size of the dolomitized bodies. An isolated palaeohigh could be an ideal site for pervasive replacement dolomitization due to the large volume of compaction fluids available compared with the carbonate rock volume. In the case of large platforms, the more permeable margin lithofacies are the most likely sites for compaction model dolomitization. The combined use of a basin simulator and reactive transport modelling has proved to be a successful method to verify model reliability and it provides insights into the volumetric distribution of diagenetic products.     

混凝土的入模温度和水化热对青藏直流输电线路冻土桩基温度特性的影响

施工过程中混凝土的入模温度和水化热对多年冻土区桩基施工期间的热稳定性具有重要影响. 针对该问题,利用有限元方法定量研究了±400 kV青藏直流输电线路冻土区锥柱基础入模温度、水化热和含冰量对桩基回冻过程、温度场变化和桩底融化深度的影响规律. 结果表明：水化热影响下,桩基中心温度在第3天达到最高,桩底滞后1 d,基坑表面受其影响较小,主要受环境温度影响;第24天,桩底出现最大融化层,随着入模温度增加,融化层厚度相应增加,入模温度为6℃时融化层厚度为34 cm,15℃时为55 cm;入模温度越高,回冻时间越长,当入模温度为6℃时,完全回冻需经历52 d,15℃时,回冻时间将增加7 d. 含冰量对桩底融化深度有影响,含冰量越大底部融化深度越小;冻土年平均地温是影响桩底融化深度的重要因素,少冰高温（-0.52℃）、低温（-1.5℃和-2.5℃）冻土条件下,最大融化层厚度分别为38 cm、34 cm和25 cm. 基于上述结果,在多年冻土地区的桩基工程,建议混凝土入模温度为6~8℃,底部碎石垫层至少40 cm.