微型钢管-旋喷复合桩在软土区的试验研究

软土地质条件下的既有建筑物地基基础加固或改造面临诸多复杂条件,施工安全和周边环境保护尤为重要,为此提出微型钢管--旋喷复合桩工艺。通过开展微型钢管--旋喷复合桩各项承载力现场试验研究,获取钢管桩应变数据,分析其承载特性及传力机制,总结提出微型钢管--旋喷复合桩承载力设计计算公式,为开展工程应用提供理论依据。     

基于GLDAS-Noah模型的闽江流域实际蒸散发评估

以亚热带季风区的典型流域——闽江流域为研究区域,根据Penman-Monteith（P-M）公式和双作物系数法,计算了闽江流域内8个气象观测站点的实际蒸散量,并评估了GLDAS-Noah实际蒸散产品在闽江流域的适用性。在此基础上,基于GLDAS-Noah实际蒸散发数据,解读了2000—2019年闽江流域的实际蒸散量的变化特征。结果表明：① GLDAS-Noah实际蒸散发数据在闽江流域的适用性较好(R²>0.9,NSE>0.8);② 2000年以来闽江流域的实际蒸散发呈增加趋势（3.86 mm/a,P < 0.01）,且存在显著的季节差异,表现为冬季和春季的增加速率要大于夏季和秋季;③ 闽江流域冬季和春季蒸散发增加与气温密切相关,冬季蒸散发与冬季气温呈微弱正相关（ R = 0.27）,春季蒸散发的增加与春季升温密切相关（R = 0.79）。     

Topography-adjusted solar radiation indices and their importance in hydrology

Abstract

Solar radiation, direct and diffuse, is affected by surface characteristics, such as slope, aspect, altitude and shading. The paper examines the effects of topography on radiation, at multiple spatiotemporal scales, using suitable geometric methods for the direct and diffuse components. Two indices are introduced for comparing the direct radiation received by areas at the same and different latitudes. To investigate the profile of direct radiation across the whole of Greece, these are evaluated from an hourly to annual basis, via GIS techniques. Moreover, different approaches are examined for estimating the actual global radiation at operational spatial scales (sub-basin and terrain), according to the available meteorological data. The study indicates that the errors of typical hydrometeorological modelling formulas, which ignore the topographic effects and the seasonal allocation of direct and diffuse radiation, depend on the spatial scale and are non-uniformly distributed in time. In all cases, the estimations are improved by applying the proposed adjustment approaches. In particular, the adjustment of the measured global radiation ensures up to 10% increase of efficiency, while the modified Angström formula achieves slight (i.e. 2–4%) increase of efficiency and notable reduction of bias.

Editor Z.W. Kundzewicz

Citation Mamassis, N., Efstratiadis, A. and Apostolidou, I.-G., 2012. Topography-adjusted solar radiation indices and their importance in hydrology. Hydrological Sciences Journal, 57 (4), 756–775.     

A comparative study on a simple two-parameter monthly water balance model and the Kajiyama formula for monthly runoff estimation

ABSTRACT

A two-parameter monthly water balance model to simulate runoff can be used for a water resources planning programme and climate impact studies. However, the model estimates two parameters of transformation of time scale (c) and of the field capacity (SC) by a trial-and-error method. This study suggests a modified methodology to estimate the parameters c and SC using the meteorological and geological conditions. The modified model is compared with the Kajiyama formula to simulate the runoff in the Han River and International Hydrological Programme representative basins in South Korea. We show that the estimated c and SC can be used as the initial or optimal values for the monthly runoff simulation study in the model.

EDITOR M.C. Acreman; ASSOCIATE EDITOR S. Kanae     

利用钻孔应变观测数据测定大震震级

尝试对敦化地震台YRY-4型钻孔应变仪记录的应变地震波持续时间进行研究,以中国地震台网统一地震目录Ms≥7震级为参考震级,用最小二乘法求得参考震级公式：MF-P=1.92＋1.48 lg（F-P）.通过验证,公式有意义,为现阶段应变地震波的应用找到一条路径.     

两种突水系数计算公式的比较

《煤矿床水文地质、工程地质及环境地质勘查评价标准》和《煤矿防治水规定》中各给出了一个突水系数计算公式,分别称为公式（1）和公式（2）。比较发现,两个计算公式在参数的选择、规定的正常块段的l临界突水系数、安全系数、使用的方便程度4方面是不同的,并逐一进行了分析。然后以山西省临县新民煤矿1井田9号煤层的开采为例,进行了突水系数的计算。结果表明,采用公式（1）计算出的突水系数大于采用公式（2）计算出的突水系数;采用公式（1）计算,井田范围内9号煤开采全部处在带压开采临界区内;采用公式（2）计算,井田南部有一部分范围9号煤开采处在带压开采安全区内,井田北部大部分范围9号煤开采处在带压开采临界区内。最后指出．在计算突水系数时,水文地质条件简单、含水层富水性较弱、补给条件差的矿区,选择公式（1）;水文地质条件复杂、含水层富水性较强、补给条件好的矿区．可以选择公式（2）。     

受控三轴应力-应变下沉积物声速与物理力学性质的关系

对南海某海域深度100～400 m的海底浅层（约2 m埋深范围）沉积物柱状样在接近海底水压力下进行三轴应变-声学同步测量,结果表明沉积物纵波声速有两个特征:（1）从应变过程开始到结束,沉积物纵波声速不断变化;（2）平均声速随着平均静弹性模量的增加,由大变小又由小变大,存在声速最小值。这些结果与海底浅表层沉积物的物理力学性质、围压、颗粒的结合状态改变有关。此外,沉积物动弹性模量和孔隙度呈良好的负相关性,这与孔隙度增大含水量增大有关;动弹性模量是静弹性模量的10～100倍,这主要与三轴应变试验的应变数量级与声波振动产生的应变数量级的差异大有关。采用本论文实验测量的数据分别建立了双复合参数-声速和孔隙度-声速经验公式,分析结果表明双复合参数-声速公式声速预报误差约是孔隙度-声速公式的1/4,表明双复合参数-声速公式更加有效。     

Fracture modes in the Silurian Qusaiba Shale Play,Northern Saudi Arabia and their geomechanical implications

Fracture and in-situ stress studies were conducted for unconventional prospect evaluation in the Silurian Qusaiba Shale, northern Saudi Arabia. Borehole image logs, oriented cores, seismic, and drilling observations were used in the studies. The fractures include natural fractures and induced fractures. The induced fractures were studied to assess the stress regime in terms of directions and magnitudes. The present day maximum horizontal in-situ stress trend varies from NNW-SSE to NNE-SSW, and shows a regional pattern dominated by Arabian plate tectonics. The relative magnitudes of the current day stresses are characteristic of an extensional to strike-slip regime. Natural fractures of microscopic (microfractures) to macroscopic (macrofractures) scales include extension fractures (joints/veins), and faults manifested as shear and hybrid (extensional-shear and compressional-shear) fractures. Joints clustering into zones are rare, unless when associated with fault zones. Over half of the faults (56%) show clustering into fault zones with their widths (thickness) varying by up to 5 orders of magnitude, and lengths and displacements varying by up to 4 orders of magnitudes respectively. The study identified five distinctive, regional, fracture sets: one gently dipping (bedding-parallel or at low angle to bedding) and up to four moderately to steeply dipping fracture sets: an easterly striking set is the oldest, followed by three younger major sets striking NNW-SSE, N-S, and NNE-SSW. The younger fractures are nearly parallel to the present day maximum horizontal in-situ stress. Crack-seal mechanism (natural hydrofracturing) dominates initial fracture growth, some with several phases of partial to complete mineralization or coating, dominated by calcite, quartz, and dolomite. Aqueous and hydrocarbon gaseous and fluid inclusions are common in the fractures' mineral filling. The regional nature of in-situ stresses and natural fractures means their occurrence, orientation, relative dominance, and relative age and relative apertures are easier to predict and manipulate for well planning and completion, including hydrofracturing. Forward modeling shows that natural fracture network are not critically stressed under reservoir conditions but when subjected to massive hydrofracture stimulation they and the bedding discontinuities form the seeds for the growth of a complex hydrofracture network that potentially grows out of presumed stress-barriers. Lack of stress rotation around faults in wells supports the modeling results. Microseismic monitoring gives time-lapse (incremental) microseismic events of two types; random and linear patterns parallel to maximum horizontal in-situ stress and the predominant natural fracture trend. Bulk microseismic cloud has no unique link to fault trends mapped from high resolution borehole images. This finding challenges the usability of uncalibrated microseimic monitoring of massive hydrofracturing to map faults.     

基于全角半距法钻孔偏斜距离计算公式的推导

钻孔弯曲的偏斜距离是地质钻探工程质量的一项重要指标。介绍了钻孔弯曲及钻孔弯曲计算模型中最常用的全角半距法。通过基于三维坐标系的钻孔轴线上各测点的空间位置的描述,借助于立体几何的方法,推导出钻孔中任一深度处偏斜距离的计算公式,讨论了顶角和方位角的变化对偏斜距离的影响程度,给出了一计算实例。     

北京地区地基GPS加权平均温度计算本地化模型研究

利用中国区域内93个无线电探空站2005-2010年的探空数据,分析加权平均温度的特征,并分析Bevis公式在中国的适用性。同时利用北京站2005-2010年的无线电探空数据进行北京地区加权平均温度模型的本地化研究,并利用模型进行北京地区2011年加权平均温度的计算,其结果与实际加权平均温度的差值平均值为2.16K,均方根误差为4.78,同时将利用模型生成的可降水汽量与利用探空数据获得的可降水汽量进行对比,差值平均值为-1.42K,均方根误差为2.87。实验证实北京地区本地化模型的精度较高,实用性较强。