金沙江干热河谷不同植被坡面土壤水分时空分布特征

于2016年7~12月和2017年4月的旱、雨季期间,以金沙江干热河谷苴那小流域内的银合欢（Leucaena Benth）林地、车桑子（Dodonaea angustifolia）灌丛地和扭黄茅（Heteropogon cantortus）草地为研究对象,通过网格法和土钻法采集并测定了（0~100 cm）土层的土壤含水量,应用经典统计法和地统计学方法分析该区域不同林草植被下坡面土壤水分的动态变化特征。结果表明：（1）研究区土壤含水量总体较低,雨季显著大于旱季,旱、雨季均表现为灌丛地>草地>林地,呈中度至强度变异（0.07~0.28之间）。（2）不同林草植被下旱、雨季土壤水分具有相似的空间自相关性,自相关系数均由正向负转变,但由正向负转变的滞后距离有所不同,且雨季大于旱季,呈中等或强等空间自相关性。（3）不同林草植被下的土壤水分空间结构不同,林地、灌丛地和草地旱雨季最佳拟合模型均为球状模型;相同林草植被下各土层旱、雨季土壤水分的空间分布特征相似,但旱季的分布格局差异更显著,不同林草植被下深层土壤水分分布比表层土壤水分的分布更为复杂,土壤水分呈明显的斑块或条带状分布,含水量高值区和低值区位置不固定。总之不同林草植被类型会改变局部地段土壤水分空间分布,降雨会加强这种差异的趋势,但土壤水分仍具一定空间连续性。     

Seasonality and interannual variability of freshwater inflow to a large oligohaline estuary in the Northern Gulf of Mexico

Quantity, timing, duration, and fluctuation of freshwater inflow are important factors affecting the development and health of aquatic and adjacent wetland ecosystems in coastal estuaries. This study assessed six decades of freshwater inflow from the Amite River, Tickfaw River, and Tangipahoa River watersheds to Lake Pontchartrain, a large oligohaline estuary in the Northern Gulf of Mexico, whose flood waters caused recent damage to the city of New Orleans in the aftermath of Hurricane Katrina. By utilizing the long-term (1940–2002) river discharge and climatic data from the three major tributary watersheds, monthly and annual freshwater inflows have been quantified and their spatial and temporal variations have been analyzed. On average, the three rivers discharged (±standard error) 0.27 ± 0.04 km³ freshwater monthly and 3.29 ± 0.15 km³ freshwater annually into the lake estuarine system, with the highest inflow from the Amite River (0.16 ± 0.03 m³ mon⁻¹, and 1.91 ± 0.09 km³ yr⁻¹) and the lowest inflow from the Tickfaw River (0.03 ± 0.00 km³ mon⁻¹, and 0.34 ± 0.02 km³ yr⁻¹). A distinct seasonality was evident with over 69% of the total annual inflow occurring during December and May (wet months) and with a low flow period from August to November (dry months). The monthly inflow during the wet months was positively correlated with the monthly precipitation (r² = 0.64), while the monthly inflow during the dry months was subject to evapotranspiration. Furthermore, the study found a 20-year low flow period from 1954–1973 (2.76 ± 0.24 km³ yr⁻¹) and a 24-year high flow period from 1975–1998 (3.84 ± 0.24 km³ yr⁻¹), coinciding with both the climate variation and population growth in the watersheds.     

Measuring global energy-related sulfur oxides emissions embodied in trade: a multi-regional and multi-sectoral analysis

Sulfur oxides (SO_X) emissions embodied in trade (SEET) may play an important role in affecting national responsibilities toward pollutant emission reduction within the context of global greenhouse gas emission policy. This paper analyzes the change of the SEET associated with energy consumption from the perspective of a country and a sector between 1995 and 2011, exploring the evolution characteristic of the sources and flows of the SEET for 39 countries, as well as measuring the production-based and consumption-based global SO_X emissions’ inventory and investigating the impact of international trade on the allocation of national pollutant emissions’ reduction obligations. One important finding is that the volume of SO_X emissions embodied in global trade increased dramatically from 1995 to 2011, and the global SO_X emissions stemming from anthropogenic energy consumption are mostly from China and the USA. Another important finding is that, referring to specific sectors, whether seen from the total SEET or from the sources of SEET or from the total SO_X emissions occurring from economic consumption and production, energy sectors, like electricity, gas, and water supply and coke, refined petroleum, and nuclear fuel, are the main contributors to the increase in the global SO_X emissions. Notably, however, our results show that the sector of agriculture, hunting, forestry, and fishing should be allocated more SO_X emission reduction responsibilities under a consumption-based emissions’ accounting inventory.

     

A new method of testing pile using dynamic P-S-curve made by amplitude of wave train

A new method of detecting the vertical bearing capacity for single-pile with high strain is discussed in this paper. A heavy hammer or a small type of rocket is used to strike the pile top and the detectors are used to record vibration graphs. An expression of higher degree of strain (deformation force) is introduced. It is testified theoretically that the displacement, velocity and acceleration cannot be obtained by simple integral acceleration and differential velocity when long displacement and high strain exist, namely when the pile phase generates a whole slip relative to the soil body. That is to say that there are non-linear relations between them. It is educed accordingly that the force P and displacement S are calculated from the amplitude of wave train and (dynamic) P-S curve is drew so as to determine the yield points. Further, a method of determining the vertical bearing capacity for single-pile is discussed. A static load test is utilized to check the result of dynamic test and determine the correlative constants of dynamic-static P(Q)-S curve. Foundation item: Key projects of the tenth Five-year Plan of Yunnan Province (documented Yunnan district [2002]54-02-02) and Geophysical Society of Yunnan Province.     

Non‐linear seismic response of arch dams with contraction joint opening and joint reinforcements

A comprehensive study of non‐linear seismic response of arch dams with contraction joint opening and joint reinforcements has been conducted. A numerical model of contraction joint reinforcements is presented for optimization control of the joint opening. The objective of this control is to reduce the joint opening and expectantly to balance the sustained loads between the horizontal and the vertical components of the dam, thus avoiding an overstress in the cantilever while retaining the release of arch tensile stresses to some extent. Several parameter studies such as critical element size and required number of joints to be simulated for convergence are also performed. As an engineering application, a 292‐m high arch dam (the Xiaowan arch dam) and the Big Tujunga dam are analysed in detail. The results demonstrate that the joint opening and the corresponding load transfer from the arch to cantilever components of the dam during strong earthquakes are substantial. It is also evident that by providing sufficient strength and reinforcement flexibility, the joint opening can be controlled to some extent. However, the stress redistribution due to reinforcement control is not sufficient to avoid the overstress in the cantilever for the Xiaowan arch dam. Thus, alternative measures are discussed. Copyright © 2000 John Wiley & Sons, Ltd.     

基于3种不同类型的炭屑数据定量重建大兴安岭火历史的结果对比

如何根据沉积物中的炭屑记录准确重建火历史是当前古火研究的热点.在古火研究中,大于125μm的大炭屑和小于125μm的微炭屑是最常用的炭屑数据.本文根据大兴安岭以北的漠河县图强泥炭剖面(TQ)的微炭屑面积浓度(AC)、微炭屑颗粒浓度(MiN)和大炭屑颗粒浓度(MaN)这3种不同类型的炭屑数据并利用目前国际上使用比较广泛的CharAnalysis模型定量重建了该地区的火历史.研究结果表明,同一沉积剖面不同类型的炭屑数据所重建的火历史总体规律基本一致,均表现出在距今1690年以来着火次数为12～14次;火事件间隔期变化均较为平缓,单次火事件的平均间隔期为81～124年;火事件发生频率经历了先上升后下降再上升的变化趋势,平均频率为3.5～4.1次/500年.但3种不同类型的炭屑数据重建火事件的次数、频率和间隔期之间仍有一些差异.这种差异可能是由于炭屑破碎程度不同所致.     

合肥及其以东地区新构造运动特征

通过对合肥及其以东地区第四纪地层发育特征、地貌特征、地震等特征分析，认为合肥至浮槎山西麓为相对下降区，位于江淮分水岭南缘的梁园一带为现代上升区，浮槎山东部至巢湖一带为相对上升区。新构造运动表现有四次活动。     

地下水位下降对井壁破坏的影响分析

在用“２Ｄ σ”软件对所建模型进行数值计算的基础上, 分析了因采煤引起淮北矿区下部含水层水位下降而对井壁产生的影响。其表现为： 下部含水层水位下降将引起地层压缩沉降; 地层与井壁间产生附加应力, 并在基岩下部产生应力为零的中性点; 轴向应力由小变大; 当第一含水层和下部含水层同时有水位下降时, 也有类似的规律。计算结果与淮北诸矿井壁变形位置及变化状况基本相符, 因此在此基础上进行的井筒优化设计具有实际指导意义     

南大洋海冰影像地图投影变换与瓦片切割应用研究

南大洋海冰分布是南极考察过程中影响破冰船航行的重要因素,也是南极研究的重要内容之一。目前国际上不同机构发布的南大洋海冰分布图,大多是球面投影,不能直接用于主流的瓦片地图发布。将极方位立体投影海冰图转换为目前主流的网络墨卡托投影地图,并利用合适的图像重采样方法,按照不同级别比例尺进行瓦片切割和编号存储,最终实现海冰影像地图的发布共享是本文的主要研究内容。笔者对不同的图像重采样方法进行了比较,分析了最邻近点采样方法、双线性内插和双三次卷积重采样方法的优劣,针对本文的研究优选双线性内插方法进行影像地图瓦片的切割,并最终叠加融合在Google地图上,实现了Google底图、准实时海冰影像图与破冰船走航位置的集成显示,为雪龙船的冰区航行提供了重要的数据支撑。     

豫西成矿带潭头盆地金矿区农田土壤重金属污染及来源解析

为查明豫西成矿带潭头盆地金矿区农田土壤重金属污染特征及污染来源,在该盆地农田中系统采集土壤样品,分析土壤中的重金属含量,采用聚类分析和主成分分析/绝对主成分分数(PCA/APCS)受体模型对污染源进行解析并计算污染源贡献率。结果显示:研究区农田土壤重金属Hg、As、Cr、Ni、Cu、Pb、Zn、Cd含量平均值均低于农用地土壤污染风险筛选值,整体土壤污染风险较低,仅部分样品Hg、As、Cu、Pb、Zn、Cd含量超过风险筛选值;Pb、Zn和Cd主要呈区域性污染,其他重金属元素主要呈孤立点状污染。Hg、Cd、Pb变异系数达到强变异水平,表明潭头盆地农田土壤中Hg、Cd、Pb元素受人类活动干扰比较强烈。综合聚类分析、主成分分析及空间分布特征,8种重金属主要来源于4类污染源:Cu、Pb、Zn和Cd污染来源于交通源(PC1);Cr和Ni污染来源于自然源(PC2);As污染来源于与金矿开采和尾矿堆存相关的矿业源(PC3);Hg污染来源于与小作坊汞溶解炼金相关的矿业源(PC4)。