用Mo-TOC相关性估算海相泥质烃源岩原始有机碳的一种新方法——以藏南白垩系海相泥岩、页岩为例

本文引入一种原始有机碳恢复的新方法,即利用Mo-TOC相关性来估算海相泥质烃源岩原始有机碳。并以藏南地区白垩纪海相泥岩、页岩为例,估算其原始有机碳含量及有机碳损失率。该方法可能在我国高成熟度-过成熟烃源岩的评价和油气资源量预测中发挥重要的作用。     

老矿区深部资源量预测的地球化学方法——以江西九江城门山铜矿深部铜资源量预测为例

老矿区面临着提高资源保障能力和保证矿山长远发展的挑战.对其深部资源量进行预测具有重要的现实意义.以江西城门山铜矿深部铜资源量的预测为例,以富Cu地质体为资源量计算对象,通过函数拟合积分和三维地质体可视化模型,探讨用面金属量积分法和三维地质体块段法进行深部铜资源量预测的原理和具体操作流程.最后尝试利用这2种方法计算第一空间(0～-500m)和预测第二空间(-500～-1000m)的资源量.结果表明:第一空间2种方法均可行,计算结果与传统的储量计算结果十分接近;第二空间资源量预测以三维地质体块段法为宜.当铜矿体边界品位指标分别为0.3%和0.2%时.三维地质体块段法预测深部资源量为57.97×10~4t和137.58×l0~4t,深部铜资源量主要集中在似屡状含Cu黄铁矿中(I号矿体).     

川西丹巴地区磨子沟金矿床金、银赋存状态及成因

磨子沟金矿床位于四川省丹巴县,大地构造位置位于扬子准地台西缘,松潘-甘孜造山带东缘,泥盆系危关组炭质千枚岩、板岩是主要的赋矿围岩。成矿过程分为沉积成矿期、热液成矿期和表生风化期,其中热液期是金的主要成矿期。通过显微镜观察,扫描电镜、电子探针成分分析,矿物晶体化学式计算等手段和方法,研究了矿床中Au、Ag的赋存状态和主要载金矿物的特征。金以裂隙金、包裹体金、粒间金为主,银主要以类质同像赋存于方铅矿和硫盐矿物中。载金矿物黄铁矿生物结构发育,表明生物成矿作用是金矿床形成过程中的重要作用。矿体受特定层位和断裂的控制,围岩蚀变强烈。根据矿床产出的大地构造环境、赋矿围岩特征、构造控矿、层位控矿、矿物共生特点等分析结果,丹巴磨子沟金矿床为沉积-热液改造型金矿床。     

精细地球化学找矿方法的一次实践——以江西九江城门山铜矿外围联盟银金矿化点的发现为例

结合本次城门山铜矿东南侧联盟银金矿化点的发现,论述了开展精细地球化学找矿的重要性,即遵循"以矿找矿"和铜多金属矿床的时、空套叠成矿作用的准则,以地质为基础,以现代地球化学成矿成晕机制为指导,以勘查地球化学新技术、新方法和高精度的分折测试为支撑,在老矿区的深部和外围开展新一轮的地球化学找矿方法研究。     

东北农田扩张对气候影响的数值模拟

基于1990、2005年两期不同土地利用/覆盖资料,利用区域环境集成模拟系统(RIEMS2.0)分别进行2次连续15年数值模拟,探讨东北土地利用/覆盖变化对气候的影响,分析集中于气温和降水等要素变化上,并对结果进行统计显著性检验。结果表明:(1)东北农田扩张后,东北夏季和冬季平均气温降低,降水减少,并且农田面积扩张的范围越大,气温变化幅度也越大。在夏季,黑河西部、呼伦贝尔南部部分地区降温超过0.5°C,并通过显著性检验(P0.05),大兴安岭南部、黑河西部等地区夏季降水减少20%左右,其中产生减少的大部分区域通过显著性检验(P0.05)。(2)东北农田扩张通过影响潜热通量的变化和净吸收辐射通量的变化来影响气温的变化,其中东北南部土地利用/覆盖类型变化主要表现为短草类型转变为农田类型,这使得夏季蒸散发增加,潜热通量增加,气温降低。(3)东北农田扩张也影响大气环流场的变化,并与降水的变化有密切的关系。辽宁西部和东北北部部分地区夏季蒸散发增加,大气中水汽增加,但是由于大气环流场变化,降水在这两个地区并未增加。     

Downscaling GCMs Using the Smooth Support Vector Machine Method to Predict Daily Precipitation in the Hanjiang Basin

General circulation models (GCMs) are often used in assessing the impact of climate change at global and continental scales. However, the climatic factors simulated by GCMs are inconsistent at comparatively smaller scales, such as individual river basins. In this study, a statistical downscaling approach based on the Smooth Support Vector Machine (SSVM) method was constructed to predict daily precipitation of the changed climate in the Hanjiang Basin. NCEP/NCAR reanalysis data were used to establish the sta...     

月球软着陆点的选择与几个预选点的初步对比分析

月球软着陆探测是中国二期探月工程的主要目标,软着陆点的选择是工程实施与科学目标能否顺利完成的关键之一。克里普岩对于研究月球的起源和演化有重要意义,但由于该岩石被玄武岩所覆盖,难以利用轨道探测器开展全面深入的研究。撞击坑是研究月表以下物质成分的窗口,在克里普岩区选择条件合适的撞击坑开展软着陆探测有助于对克里普岩的深入研究。在克里普岩区选取Copernicus、Kepler及Aristarchus 3个撞击坑作为预选着陆点,并利用嫦娥一号CCD数据、LIDAR数据以及Clementine UV/VIS/NIR数据从月形月貌特征和物质组成两个方面对预选点进行了初步对比分析,以期为我国二期探月工程提供参考与依据。     

美洲黑石斑鱼含肉率及肌肉营养成分分析

利用常规肌肉营养测试方法,测定分析了美洲黑石斑鱼的含肉率及肌肉营养成分。测定结果显示,美洲黑石斑鱼含肉率平均值为(73.71±1.93)%,肌肉(鲜样)中粗蛋白、粗脂肪、水分和粗灰分含量分别为(19.09±1.34)%,(6.14±1.76)%,(71.86±1.58)%和(1.32±0.17)%;美洲黑石斑鱼肌肉中被测出的常见氨基酸(色氨酸未测定)有17种,其中包括7种必需氨基酸、2种半必需氨基酸和8种非必需氨基酸,其氨基酸含量占鲜体质量的百分比分别为(8.27±0.21)%,(1.84±0.08)%和(10.15±0.31)%,17种氨基酸总含量为(20.26±1.13)%(鲜样)。谷氨酸(Glu)含量占鲜体质量的百分比最高,为(3.27±0.16)%,其次是天冬氨酸(Asp)和赖氨酸(Lys),胱氨酸(Cys)含量占鲜体质量的百分比为最低,仅为(0.27±0.01)%。4种鲜味氨基酸含量占干样的(29.32±0.14)%。鲜样的美洲黑石斑鱼必需氨基酸总量占氨基酸总量的比值为40.82%,干样的为40.81%;鲜样的必需氨基酸总量与非必需氨基酸总量的比值为81.48%,干样的为81.43%,其构成符合FAO/WHO的标准。同时计算出的美洲黑石斑鱼肌肉蛋白质氨基酸评分(AAS)均大于1,化学评分(CS)均大于0.7,必需氨基酸指数(EAAI)达到91.18,高于多数海产经济鱼类,说明它能为人体提供大量必需氨基酸,且其组成接近人体的氨基酸需要量模式。美洲黑石斑鱼肌肉中主要含有16种脂肪酸,其中饱和脂肪酸(SFA)7种,含量占肌肉脂肪酸总量的(38.66±1.22)%;不饱和脂肪酸(UFA)9种,含量占肌肉脂肪酸总量的(61.36±0.98)%,其中单不饱和脂肪酸(MUFA)5种,多不饱和脂肪酸(PUFA)4种。多不饱和脂肪酸中的人和动物生长发育必需的脂肪酸EPA和DHA含量,分别占总脂肪酸的(9.02±0.59)%和(11.73±0.43)%。-ω3族与-ω6族PUFA总量的比值为5.30。分析表明,美洲黑石斑鱼肌肉含肉率高,含有较多的粗蛋白和粗脂肪,氨基酸总量及鲜味氨基酸含量均较高,是一种优质蛋白源;美洲黑石斑鱼肌肉富含PUFA,尤其是EPA和DHA含量丰富,并且∑n3/∑n6值较高,因而具有较高的食用营养价值和保健功效,是一种具有广阔市场前景的优良养殖品种。     

A new parabolic variational inequality formulation of Signorini's condition for non‐steady seepage problems with complex seepage control systems

By extending Darcy's law to the dry domain above the free surface and specifying the boundary condition on the potential seepage surfaces as Signorini's type, a partial differential equation (PDE) defined in the entire domain of interest is formulated for non‐steady seepage flow problems with free surfaces. A new parabolic variational inequality (PVI) formulation equivalent to the PDE formulation is then proposed, in which the flux part of the complementary condition of Signorini's type in the PDE formulation is transformed into natural boundary condition. Consequently, the singularity at the seepage points is eliminated and the difficulty in selecting the trial functions is significantly reduced. By introducing an adaptive penalized Heaviside function in the finite element analysis, the numerical stability of the discrete PVI formulation is well guaranteed. The proposed approach is validated by the existing laboratory tests with sudden rise and dropdown of water heads, and then applied to capture the non‐steady seepage flow behaviors in a homogeneous rectangular dam with five drainage tunnels during a linear dropdown of upstream water head. The non‐steady seepage flow in the surrounding rocks of the underground powerhouse in the Shuibuya Hydropower Project is further modeled, in which a complex seepage control system is involved. Comparisons with the in situ monitoring data show that the calculation results well illustrate the non‐steady seepage flow process during impounding and the operation of the reservoir as well as the seepage control effects of the drainage hole arrays and drainage tunnels. Copyright © 2010 John Wiley & Sons, Ltd.     

A study on one‐dimensional consolidation of layered structured soils

The governing equations for one‐dimensional consolidation of layered structured soils under time‐dependent loading are established. Using simplified k‐σ′ and m_v‐σ′ models, n‐layered structured soils are transformed into (n + 1) or (n + 2)‐layered soils in which the thickness of upper and lower layers are gradually changing. The approximate solutions for the governing equations are then obtained under two types of boundary conditions, and the computer program is developed. Based on the solutions and computer program, the consolidation behavior of layered structured soils with soft interlayer is studied. It is shown that the permeability and compressibility of the soft interlayer have the greatest influences on the rate of settlement and rate of the dissipation of excess pore water pressure. Copyright © 2015 John Wiley & Sons, Ltd.