黄海、东海区域漫衰减系数光谱遥感反演及激光测深性能评估     

李凯  童晓冲  张永生  哈长亮  申二华 《遥感学报》2015,19(5):761-769

本文在总结和比较中国现有黄海、东海海域漫衰减系数反演算法的基础上,利用水色测量数据分析得到漫衰减系数Kd(532)与Kd(490)之间的关系,为激光测深系统(以CZMIL为例)的性能评估提供了基础。利用MODIS二级数据产品评估了中国黄海、东海海域在CZMIL海道测量模式下最大可测水深的空间分布。研究结果表明CZMIL在黄海、东海海域可测水深基本在0—50 m,该区域的面积占研究区域面积的比例为76.2%,为浅海海域开展激光测深作业提供了测深能力评估的依据和方法。  相似文献   

俯冲带温度条件下橄榄石中硅氧四面体的非谐振动:透射红外光谱研究     

王霏  刘曦  郑海飞  张立飞 《岩石学报》2015,31(7):1891-1900

橄榄石既是上地幔的主要矿物,又是俯冲板块的主要矿物。在正常地幔温度条件下,橄榄石中原子之间的振动是非谐振动,这已成为学界共识;然而,对于俯冲带的较低温情况,橄榄石中原子之间的振动的非谐性是否重要,目前还没有比较一致的结论。本研究利用透射红外光谱的方法,系统研究了室温下不同厚度橄榄石中硅氧四面体的红外光谱特征,并着重对其在2100~1500cm-1区域形成的二倍频峰/合频峰进行了指认。在此基础上,本研究通过采集不同温度下的透射红外光谱数据(最高温度达约450℃),确立了橄榄石中硅氧四面体的相应基频峰及二倍频峰峰位对温度的依赖性,进而得出其相应红外振动的非谐系数(χ)随温度(T)的变化关系,具体为:χ838=6.37(2)×10-7×T+0.0014(1)及χ993=7.86(3)×10-7×T+0.0015(1),其中温度的单位为℃。外推到600℃时,有χ838=0.0018(1)及χ993=0.0020(2)。这些结果表明,在俯冲带的较低温条件下,橄榄石中硅氧四面体的内部振动的非谐性可能不重要。  相似文献   

光面爆破椭圆双极线性聚能药柱有效功及不耦合系数模拟研究          下载免费PDF全文

郭浩然  季茂荣  郭涛  武双章 《探矿工程》2015,42(11):74-79

基于动力学仿真软件AUTODYN,对椭圆双极线性聚能药柱(EBLSC)进行了数值模拟。采用二维面对称计算方法,花岗岩岩体,空气夹层不耦合装药条件,研究了EBLSC结构及不耦合系数对光面爆破效果的影响,并建立有效体积功模型以评价爆破效果。结果表明,炮孔连线方向和垂直方向上的比冲量相近,偏差＜10%,故总能量沿周向近似均匀分布,但炮孔连线方向产生明显侵彻裂隙,且粉碎圈厚度和腔体扩张程度要小得多,表明该装药结构能够明显提高炸药能量的利用率和爆破效果;随着不耦合系数增大,炮孔连线方向上的损耗体积功先减小后增大,存在最大有效功。利用曲线拟合,得到最优不耦合系数约3.62,与相关文献的试验结果相近。  相似文献   

矿井涌水量预测的比拟法计算公式待定系数讨论          下载免费PDF全文

陈萍  陈艺迪 《贵州地质》2015,32(2):147-153

以典型矿山多年实际的开采及排水序列资料为基础、相关学科理论为指导,通过对开采及排水资料的"二次开发",探讨了不同水文地质类型矿床的矿井涌水量预测比拟法计算公式中待定系数的特点,以及随开采面积(F)和开采疏干降深(S)的变化趋势和规律。研究结果表明:参数"m"、"n"是随开采疏干降深(S)和开采面积(F)增加而加大的变量;不同类型矿床中参数n值均大于m值;岩溶水充水矿床中参数"m"、"n"相对稳定,而基岩裂隙水充水矿床具有明显的分段性特征。指出了单纯"面积比拟法"、"降深比拟法"对矿井涌水量预测的不合理性,以及在参数"m"、"n"取值中加强水文地质勘查资料综合研究的重要性。  相似文献   

气压对巴伦台钻孔倾斜的影响特征及机制研究     

许璐  邢喜民 《大地测量与地球动力学》2018,38(8):873-876

以巴伦台钻孔倾斜及分量应变辅助观测气压数据为研究对象，运用相关及小波分析研究气压对巴伦台钻孔倾斜的影响特征。结果表明，气压对巴伦台钻孔倾斜影响表现为准线性关系，对NS向的影响大于EW向。气压对NS向影响的显著频段有2 048～8 192、32 768～65 536 min，对EW向影响的显著频段为2 048～8 192 min。探讨了气压对巴伦台钻孔倾斜的影响机制。  相似文献   

开孔率对明基床上开孔沉箱波浪反射系数影响的数值研究     

蔡郁  孙大鹏  赵沛泓  吴浩 《海洋工程》2018,36(5):30-37

开孔率是开孔沉箱波浪反射系数的重要影响因素,迄今为止关于开孔沉箱的物模试验研究成果(包括《防波堤设计与施工规范》)中,开孔率μ通常以线性关系反映在开孔沉箱波浪反射系数的计算关系式中,适用范围为0.2~0.4。但当μ0.2或μ0.4时,开孔率μ对波浪反射系数Kr的影响规律尚需进一步的研究探讨。现借助二维数值波浪水槽,在扩大了的开孔率取值范围内,模拟不规则波与可渗明基床上开孔沉箱的相互作用。结果表明:在0.2≤μ≤0.4的范围内,用线性关系描述开孔率μ对波浪反射系数Kr的影响是合适的;在μ0.4时,数模值和物模试验拟合的经验关系式的趋势是一致的;在μ0.2时,开孔沉箱反射系数K_r随开孔率μ的减小而增大,用物模试验拟合的经验关系式及《防波堤设计与施工规范》中计算公式的线性关系来描述开孔率μ对反射系数K_r的影响是不恰当的。研究成果对开孔沉箱消浪机理的深入认识和开孔沉箱结构的优化设计具有重要意义。  相似文献   

Catchment properties,function, and conceptual model representation: is there a correspondence?          下载免费PDF全文

Fabrizio Fenicia  Dmitri Kavetski  Hubert H. G. Savenije  Martyn P. Clark  Gerrit Schoups  Laurent Pfister  Jim Freer 《水文研究》2014,28(4):2451-2467

This study investigates the possible correspondence between catchment structure, as represented by perceptual hydrological models developed from fieldwork investigations, and mathematical model structures, selected on the basis of reproducing observed catchment hydrographs. Three Luxembourgish headwater catchments are considered, where previous fieldwork suggested distinct flow‐generating mechanisms and hydrological dynamics. A set of lumped conceptual model structures are hypothesized and implemented using the SUPERFLEX framework. Following parameter calibration, the model performance is examined in terms of predictive accuracy, quantification of uncertainty, and the ability to reproduce the flow–duration curve signature. Our key research question is whether differences in the performance of the conceptual model structures can be interpreted based on the dominant catchment processes suggested from fieldwork investigations. For example, we propose that the permeable bedrock and the presence of multiple aquifers in the Huewelerbach catchment may explain the superior performance of model structures with storage elements connected in parallel. Conversely, model structures with serial connections perform better in the Weierbach and Wollefsbach catchments, which are characterized by impermeable bedrock and dominated by lateral flow. The presence of threshold dynamics in the Weierbach and Wollefsbach catchments may favour nonlinear models, while the smoother dynamics of the larger Huewelerbach catchment were suitably reproduced by linear models. It is also shown how hydrologically distinct processes can be effectively described by the same mathematical model components. Major research questions are reviewed, including the correspondence between hydrological processes at different levels of scale and how best to synthesize the experimentalist's and modeller's perspectives. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Energy flux partitioning and evapotranspiration in a sub‐alpine spruce forest ecosystem          下载免费PDF全文

Zhu Gaofeng  Lu Ling  Su Yonghong  Wang Xufeng  Cui Xia  Ma Jinzhu  He Jianhua  Zhang Kun  Li Changbin 《水文研究》2014,28(19):5093-5104

In this study, we examined the year 2011 characteristics of energy flux partitioning and evapotranspiration of a sub‐alpine spruce forest underlain by permafrost on the Qinghai–Tibet Plateau (QPT). Energy balance closure on a half‐hourly basis was H + λE = 0.81 × (R_n ? G ? S) + 3.48 (W m^?2) (r² = 0.83, n = 14938), where H, λE, R_n, G and S are the sensible heat, latent heat, net radiation, soil heat and air‐column heat storage fluxes, respectively. Maximum H was higher than maximum λE, and H dominated the energy budget at midday during the whole year, even in summer time. However, the rainfall events significantly affected energy flux partitioning and evapotranspiration. The mean value of evaporative fraction (Λ = λE/(λE + H)) during the growth period on zero precipitation days and non‐zero precipitation days was 0.40 and 0.61, respectively. The mean daily evapotranspiration of this sub‐alpine forest during summer time was 2.56 mm day^?1. The annual evapotranspiration and sublimation was 417 ± 8 mm year^?1, which was very similar to the annual precipitation of 428 mm. Sublimation accounted for 7.1% (30 ± 2 mm year^?1) of annual evapotranspiration and sublimation, indicating that the sublimation is not negligible in the annual water balance in sub‐alpine forests on the QPT. The low values of the Priestley–Taylor coefficient (α) and the very low value of the decoupling coefficient (Ω) during most of the growing season suggested low soil water content and conservative water loss in this sub‐alpine forest. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

竖向高荷载作用下大直径超长钻孔灌注桩承载性能试验     

桑伟锋 《世界地质》2020,39(1):127-134

通过机场—西华高速大直径超长钻孔灌注桩大吨位竖向单桩静载试验,分析了该地区大直径超长钻孔灌注桩的承载性状以及荷载传递机理。试验结果表明:试桩的Q-S曲线呈缓变型,桩端承载力占总荷载的比例均<10%,即均表现为摩擦桩特性;试桩的侧摩阻力自上而下逐步发挥,侧摩阻力和桩端阻力异步发挥且互相耦合;大直径超长钻孔灌注桩桩侧摩阻力的发挥与土层性质、土层埋深及桩顶荷载水平有关;在高荷载作用下桩侧上部土层摩阻力具有不同程度的软化现象,而中下部土层侧摩阻力具有不同程度的强化现象,甚至即使在最大加载情况下,桩身下部土层的侧摩阻力也并未完全发挥,因此在根据规范计算超长桩承载力时,不同深度土层的侧摩阻力应乘以相应不同的修正系数。  相似文献   

Flow resistance and hydraulic geometry in bedrock rivers with multiple roughness length scales     

Robert I. Ferguson  Richard J. Hardy  Rebecca A. Hodge 《地球表面变化过程与地形》2019,44(12):2437-2449

Many models of incision by bedrock rivers predict water depth and shear stress from discharge; conversely, palaeoflood discharge is sometimes reconstructed from flow depth markers in rock gorges. In both cases, assumptions are made about flow resistance. The depth–discharge relation in a bedrock river must depend on at least two roughness length scales (exposed rock and sediment cover) and possibly a third (sidewalls). A conceptually attractive way to model the depth–discharge relation in such situations is to partition the total shear stress and friction factor, but it is not obvious how to quantify the friction factor for rough walls in a way that can be used in incision process models. We show that a single flow resistance calculation using a spatially averaged roughness length scale closely approximates the partitioning of stress between sediment and rock, and between bed and walls, in idealized scenarios. Both approaches give closer fits to the measured depth–discharge relations in two small bedrock reaches than can be achieved using a fixed value of Manning's n or the Chézy friction factor. Sidewalls that are substantially rougher or smoother than the bed have a significant effect on the partitioning of shear stress between bed and sidewalls. More research is needed on how best to estimate roughness length scales from observable or measurable channel characteristics. © 2019 John Wiley & Sons, Ltd.  相似文献