腾冲热海火山地热区近期水热爆炸的阶段性演化特征

水热爆炸是活动性地热田的典型显示。腾冲热海火山地热区历史上曾发生过强烈的水热爆炸活动，但前期一度沉寂。1993年以来水热爆炸活动再度活跃。在过去十年间，研究区内发生过较大的爆炸喷发事件20余次，且规模越来越大。本文根据对爆炸形成泉点的选出气体化学和氦同位素组成的测试结果，研究了区内近期水热爆炸活动的演化特征。逸出气体化学和氦同位素组成特征指示，区内近期引发水热爆炸活动的气体源区有从浅层、中层向深层发展的趋势；作者认为，区内未来可能发生更大规模的爆炸活动，其危险性应引起高度关注。     

Correcting method of eddy covariance fluxes over non-flat surfaces and its application in ChinaFLUX

Although Eddy Covariance (EC) technique is one of the best methods for estimating the energy and mass exchanges between underlying surface and atmosphere in micrometeorology, errors and uncertainties still exist without necessary corrections. In this paper, we will focus on the effect of coordinate system on the eddy fluxes. Based on the data observed over four sites (one farmland site, one grassland site and two forest sites), the effects of three coordinate system transforming methods (Double Rotation-DR, Triple Rotation-TR and Planar Fit-PF)on the turbulent fluxes are analyzed. It shows that (i) the corrected fluxes are more or less than the uncorrected fluxes, which is related mainly to the sloping degree of surface, wind speed and wind direction; and (ii) pitch angle has a sinusoidal dependence on wind direction, especially in the regular sloping terrain; and (iii) PF method is something like the simplification of TR or DR,and there are not obvious distinctions in correction in sloping grassland and flat farmland, but PF method is not suitable for uneven and irregular forest sites.     

Soil respiration in tropical seasonal rain forest in Xishuangbanna, SW China

With the static opaque chamber and gas chromatography technique, from January 2003 to January 2004 soil respiration was investigated in a tropical seasonal rain forest in Xishuangbanna, SW China. In this study three treatments were applied, each with three replicates: A (bare soil), B (soil+litter), and C (soil+litter+seedling). The results showed that soil respiration varied seasonally, low from December 2003 to February 2004, and high from June to July 2004. The annual average values of CO2 efflux from soil respiration differed among the treatments at 1% level, with the rank of C (14642 mgCO2· m-2. h-1)＞B (12807 mgCO2· m-2. h-1)＞A (9532 mgCO2· m-2. h-1). Diurnal variation in soil respiration was not apparent due to little diurnal temperate change in Xishuangbanna. There was a parabola relationship between soil respiration and soil moisture at 1% level. Soil respiration rates were higher when soil moisture ranged from 35% to 45%. There was an exponential relationship between soil respiration and soil temperature (at a depth of 5cm in mineral soil) at 1% level. The calculated Q1o values in this study,ranging from 2.03 to 2.36, were very near to those of tropical soil reported. The CO2 efflux in 2003was 5.34 kgCO2· m-2. a-1 from soil plus litter plus seedling, of them 3.48 kgCO2· m-2. a-1 from soil (accounting for 62.5%), 1.19 kgCO2· m-2. a-1 from litter (22.3%) and 0.67 kgCO2·m-2. a-1 from seedling (12.5%).     

Changes of precipitation extremes over South Korea projected by the 5 RCMs under RCP scenarios

The change of extreme precipitation is assessed with the HadGEM2-AO - 5 Regional Climate Models (RCMs) chain, which is a national downscaling project undertaken cooperatively by several South Korean institutes aimed at producing regional climate change projection with fine resolution (12.5 km) around the Korean Peninsula. The downscaling domain, resolution and lateral boundary conditions are held the same among the 5 RCMs to minimize the uncertainties from model configuration. Climatological changes reveal a statistically significant increase in the mid-21st century (2046- 2070; Fut1) and the late-21st century (2076-2100; Fut2) precipitation properties related to extreme precipitation, such as precipitation intensity and average of upper 5 percentile daily precipitation, with respect to the reference period (1981-2005). Changes depending on the intensity categories also present a clear trend of decreasing light rain and increasing heavy rain. In accordance with these results, the change of 1-in-50 year maximum precipitation intensity over South Korea is estimated by the GEV method. The result suggests that the 50-year return value (RV50) will change from -32.69% to 72.7% and from -31.6% to 96.32% in Fut1 and from -31.97% to 86.25% and from -19.45% to 134.88% in Fut2 under representative concentration pathway (RCP) 4.5 and 8.5 scenarios, respectively, at the 90% confidence level. This study suggests that multi-RCMs can be used to reduce uncertainties and assess the future change of extreme precipitation more reliably. Moreover, future projection of the regional climate change contains uncertainties evoked from not only driving GCM but also RCM. Therefore, multi-GCM and multi-RCM studies are expected to provide more robust projection.     

煤层气在煤储层中的扩散及其影响因素

煤层气在煤储层中的扩散是指从煤基质孔隙表面上解吸的煤层气运移到割理系统的主要过程。发生扩散的前提条件是气体浓度差的出现，衡量扩散能力大小的重要参数是扩散系数。前者为由解吸速度、解吸气量和煤层气产量、井孔压力降等因素控制的动态参数，而后者为主要受扩散物质性质、扩散介质特征、扩散系统的温度、压力和孔隙结构形态等因素影响的静态参数。煤层气在煤储层中的扩散量与煤层气浓度差和扩散系数呈正比关系。     

Uncertainty analysis of CO_2 flux components in subtropical evergreen coniferous plantation

We present an uncertainty analysis of ecological process parameters and CO2 flux components (Reco, NEE and gross ecosystem exchange (GEE)) derived from 3 years’ continuous eddy covariance meas-urements of CO2 fluxes at subtropical evergreen coniferous plantation, Qianyanzhou of ChinaFlux. Daily-differencing approach was used to analyze the random error of CO2 fluxes measurements and bootstrapping method was used to quantify the uncertainties of three CO2 flux components. In addition, we evaluated different ...     

锦屏大理岩动态劈裂拉伸破坏及能量演化特征分析

劈裂拉伸破坏是隧洞围岩失稳破坏的主要形式之一。现阶段,在动态劈裂条件下岩石裂纹扩展及对应阶段的能量演化机制鲜有涉及。基于此,采用分离式霍普金森压杆对锦屏大理岩试样进行了不同弹速下的劈裂试验,并借助ANSYS/LS-DYNA有限元软件,模拟试样动态劈裂破坏过程。从试验测试和数值计算角度,重点分析大理岩劈裂过程中的裂纹扩展机制以及能量演化特征。结果表明：在应变率为5～35 s−1时,大理岩的动态拉伸强度与应变率呈线性正相关,同其他地区大理岩相比较,锦屏大理岩的应变率敏感性相对较低;随着弹速的增加,系统内能和动能均增大,在试样破坏的瞬间系统内能降至最低;采用标定的Cowper-Symonds本构模型参数进行数值模拟,所得的试样最终破坏形态与试验观察到的现象基本一致。研究结果可为具体工程应用提供指导和参考。     

岩石锚杆基础抗拔承载力计算方法探究

岩石锚杆基础作为架空输电线路塔基中的一种特殊基础型式,可以充分发挥原状岩体的力学性能,具有良好的抗拔性能。根据目前岩石锚杆基础原型试验的结果,《架空送电线路基础设计技术规定》中所推荐的单锚基础抗拔承载力计算模型中,理想45?破坏模式与实际不符,按其设计计算值偏差较大,可能导致设计成果不安全。为此,依据极限平衡原理基于围岩强度建立了较为合理的抗拔承载力计算模型,力学推导得出了相关公式,并进行了简化。通过推导公式计算值与实测值、设计值对比验证可知,抗拔承载力极限值位于 ～ 区间内,与推荐公式 的计算值一致性较好,能满足工程应用精度,具有可行性。     

岩体中泥化夹层的流变试验及其长期强度的确定

文中首先介绍两种室内试验设备--单剪流变仪和剪应力松弛仪（松弛流变仪）及其试验方法,然后根根岩体中泥化夹层的试验成果,证实陈宗基教授提出的最高屈服值f3--强度的临界值即长期强度值,工程设计要重视它。     

滇中引水工程昆明段岩溶水发育规律及对隧洞工程的影响

可溶岩区地下岩溶水对隧洞造成很大的威胁,如引起隧洞涌水、突水、突泥等。本文通过地质调查、勘探、抽水试验,分析滇中引水工程昆明段地下岩溶水发育规律及分布特征,为滇中引水工程以及今后地下隧洞工程设计和施工提供依据。调查分析显示,滇中引水工程昆明段岩溶在二叠系、石炭系、泥盆系可溶岩中均有分布,主要呈带状分布于地下水排泄基准面附近及断陷盆地、断裂沟谷内,其次在新构造运动控制的断裂地段及岩性变化造成的不同微水文地质单元交界处;在二叠系灰岩中,地下水分层排泄,石炭系、泥盆系中发育有落水洞,形成地下岩溶通道;在1900～2150m高程段岩溶发育密集,该高程区为岩溶地下水的主要径流区,对隧洞影响最大,存在涌水、突水、突泥、岩溶塌陷、遭遇岩溶空腔的隐患。