川西九龙地区锂铍矿区土壤重金属分布特征及生态风险评价   总被引：1，自引：0，他引：1  

于沨  王伟  于扬  王登红  刘善宝  高娟琴  吕秉廷  刘丽君 《岩矿测试》2021,(3):408-424

川西九龙地区是近年来中国关键矿产资源勘查的热点地区之一,区内锂铍等稀有金属矿产资源优势突出,有望逐步发展成为国家级大型资源基地.作为长江上游生态保护屏障,该区生态环境脆弱,面对矿业开发的巨大机遇,在当前"环保优先"的现实情况下,急需摸清该区环境家底,支撑国家能源战略发展.本文用ICP-MS方法检测了该区352件土壤样品...  相似文献   

极坐标系有限差分中起伏地表边界条件处理          下载免费PDF全文

徐剑侠  张伟  陈晓非 《地球物理学报》2021,64(2):546-554

有限差分算法是地震学中重要的算法,在直角坐标系下同位网格有限差分中使用牵引力镜像方法,可以高效准确地处理起伏地表边界条件.当研究区域-全球尺度问题时需要考虑地球曲率影响,此时选择极坐标系更加直观方便,但已有方法无法在极坐标系下准确计算起伏地表影响.本文在极坐标系有限差分中引入贴体网格和牵引力镜像方法处理起伏地表边界条件...  相似文献   

论直流激发极化法的视电阻率参数          下载免费PDF全文

赵聚林  涂明  冯军  王忠  吕旭红 《甘肃地质》2007,16(4):85-87

直流激发极化法,计算视电阻率的一次场采集于供电方波的末端时间,从而包含了被激发形成的二次场。在高极化率地质体上,得到的视电阻率将削弱其低阻特性或放大高阻特性。为此,建议在野外工作中,应对所采集的一次场作适当的处理后,再计算视电阻率,以降低这种影响。  相似文献   

高光谱遥感在农作物长势监测中的应用   总被引：3，自引：0，他引：3  

郑有飞 《气象与环境科学》2007,30(1):10-16

该研究是加拿大Saskatchewan Scott农作物轮作系统(ACS)研究的一部分.研究始于1994年,历时18 a,评价9个可耕种农作物产量系统的可靠性.由3种处理水平(organic,reduced,high)和3种作物多样性水平(low,diversified annual grains,diversified annual perennials)结合而产生的9个农作物产量系统,被用于监测和评价加拿大牧场不同处理和不同作物种植轮作下可耕种农作物的产量.在2003年生长季共收集了3次叶面积指数和光谱反射率的数据:生长季前期(6月)、生长季旺盛期(7月)、生长季后期(8月).叶面积指数是由LAI-2000植物冠层分析仪监测的,光谱测量是由覆盖了350～2500 nm波长范围共2215个波段的ADS便携式高光谱仪完成的.结果显示,光学测量可以用于监测农作物生长状况的差异.从生长季的早期到中期,光谱和叶面积指数在不同处理下有显著差异.7月中期是用遥感资料监测农作物长势的最佳季节;红光波段与近红外波段反射率的比值和基于这两个波段构造的归一化植被指数,是检测农作物长势的最佳植被指数.  相似文献   

河南夏季高温日数的时空分布特征及500 hPa环流型   总被引：2，自引：1，他引：1  

常军  李素萍  王纪军  余卫东  葛强生 《气象与环境科学》2007,30(2):30-34

对河南省40个代表站1961-2005年夏季≥35℃高温日数进行经验正交函数(EOF)展开分析,结果显示,前3个典型场基本能反映河南夏季高温日数分布的主要特征,前3个模态的累积方差贡献率达85%.据此,得出河南夏季≥35℃高温日数的时空分布类型为全省一致型、西北至东南差异型和西南至东北差异型.第一模态对应的时间系数序列的变化幅度最大,第二模态对应的时间系数序列的变化幅度比前一个时间序列要小.第一模态的时间系数演变显示,河南夏季高温日数平均呈减少趋势,且存在2～4 a、8～14 a的周期变化,目前河南夏季高温日数正处于偏多状态中.应用逐日20时500 hPa ECMWF北半球格点资料,对1991-2005年河南典型的大面积持续高温下的环流形势进行普查、分类,分别求各种类型下的环流平均场,从而得到河南省高温的两种环流型,即贝加尔湖高压型和副热带高压型.  相似文献   

最优TS评分方法在逐时降水订正中的初步应用及评估     

刘段灵  陈超 《热带气象学报》2022,38(4):611-620

使用2020年3—9月逐时更新的CMA广东短临3 km数值模式(CMA-GD(R3)模式)1～12 h逐小时降水量资料,利用最优TS评分订正方法(OTS)对逐小时降水量进行分级订正,并分别从整体和分类型降水过程预报订正效果进行了检验和对比评估。结果表明：从整体预报订正性能来看,通过OTS方法对CMA-GD(R3)模式订正后,对于≥1 mm/h及以上量级的降水,OTS均有较好的订正能力,并且随着雨强的增加,其TS评分的改善比率越大;同时,OTS可有效减少各个预报时效的漏报率和空报率,其中漏报率减小更加明显,表现出明显的湿偏差(空报偏多)。从三类暴雨过程逐时降水预报订正效果来看,通过OTS订正之后,对于≥1 mm/h的降水,OTS对三类暴雨类型均有正的订正能力。其中在0.1 mm、1 mm、10 mm、20 mm、35 mm、50 mm 6个量级上,季风型的逐时降水预报表现最好,6个量级的TS评分值分别为0.403、0.232、0.053、0.023、0.009和0.004;在5 mm量级上锋面型的逐时降水预报表现最优,其TS值为0.102。从改善效果来看,经过OTS订正后,在1 mm量级...  相似文献   

A finite differences formulation for the linear and nonlinear dynamics of 2D catenary risers   总被引：1，自引：0，他引：1  

Ioannis K. Chatjigeorgiou   《Ocean Engineering》2008,35(7):616-636

A finite differences (FD) solution method is proposed for the numerical treatment of the dynamic equilibrium problem of 2D catenary risers. The method is based on the so-called Box approximation, which in the scope of the present contribution is applied to the complete nonlinear model as well as to the reduced linearized formulation. The application of the Box method transforms the original governing systems into convenient sets of algebraic equations, which in turn are solved efficiently by the relaxation method. Extensive numerical calculations are presented that describe the dynamic behaviour of the structure and evaluate the amplification in loading due to the dynamic components. The effect of the geometric nonlinearities is assessed through comparative calculations that concern both mathematical formulations examined in the present, i.e. the complete nonlinear, and the reduced linearized model. Special attention is paid to the heave excitations as they amplify significantly the magnitudes of the loading components.  相似文献   

Verification of significant wave representation method     

Winyu Rattanapitikon   《Ocean Engineering》2008,35(11-12):1259-1270

The significant wave representation method is the simplest method for computing the transformation of significant wave height across-shore. However, many engineers are reluctant to use this method because many researchers have pointed out that the method possibly contains a large estimation error. Nevertheless, Rattanapitikon et al. [Rattanapitikon, W., Karunchintadit, R., Shibayama, T., 2003. Irregular wave height transformation using representative wave approach. Coastal Engineering Journal, JSCE 45(3), 489–510.] showed that the wave representation method could be used to compute the transformation of root mean square wave heights. It may also be possible to use it for computing the significant wave height transformation. Therefore, this study was carried out to examine the possibility of simulating significant wave height transformation across-shore by using the significant wave representation method. Laboratory data from small- and large-scale wave flumes were used to calibrate and examine the models. Six regular wave models were applied directly to irregular waves by using the significant wave height and spectral peak period. The examination showed that three regular wave models (with new coefficients) could be used to compute the significant wave height transformation with very good accuracy. On the strength of both accuracy and simplicity of the three models, a suitable model is recommended for computing the significant wave height transformation. The suitable model was also modified for better predictions. The modified model (with different coefficients) can be used to compute either regular wave height or significant wave height transformation across-shore.  相似文献   

Numerical calculation of free-surface potential flow around a ship using the modified Rankine source panel method     

Md. Shahjada Tarafder  Kazuo Suzuki 《Ocean Engineering》2008,35(5-6):536-544

A modified Rankine source panel method is presented for solving a linearized free-surface flow problem with respect to the double-body potential. The method of solution is based on the distribution of Rankine sources on the hull as well as its image and on the free surface. An iterative algorithm is used for determining the free surface and wave resistance using upstream finite difference operator. A verification of numerical modeling is made using the Wigley hull and the validity of the computer program is examined by comparing the details of wave profiles and wave making resistance with Series 60 model.  相似文献   

Assessment of boundary-element method for modelling a free-floating sloped wave energy device. Part 1: Numerical modelling     

Grgory S. Payne  Jamie R.M. Taylor  Tom Bruce  Penny Parkin 《Ocean Engineering》2008,35(3-4):333-341

The boundary-element method has been widely used as a design tool in the offshore and ship building industry for more than 30 years. Its application to wave energy conversion is, however, more recent. This paper deals with the numerical modelling of a free-floating sloped wave energy device. The power take-off mechanism of the device consists of an immersed tube with a piston sliding inside. The modelling is done using the boundary-element method package WAMIT. The model is first worked out for the case where the axis of the tube is vertical. It is then derived for the tube inclined and successfully verified against numerical benchmark data. A companion paper presents results of a detailed comparison with a physical model study.  相似文献