地震多属性拟测井多参数反演预测煤层顶底板岩石赋水性研究     

汪洋 《中国煤炭地质》2012,(4):56-61

通过实例介绍利用地震多属性与测井成果联合反演,获得表征煤层顶底板岩石赋水性强弱的拟测井参数体,进而对其进行赋水性分析：首先利用伽马-伽马测井及视电阻率曲线重构岩石视孔隙度曲线,以获得研究区岩石视孔隙度成果;利用测井成果合成地震记录进行精细的地震地质层位标定及采区地震数据的保幅、保真处理;在测井成果约束下进行地震多属性拟测井多参数反演,利用反演成果的高低异常区评价煤层顶底板赋水强弱分区——低波阻抗、低电阻率、高孔隙度分布的区域对应赋水性强的区域,反之为赋水性弱的区域。  相似文献   

基于Excel的Q=f（S）及q=f（S）曲线判别     

李云峰 《中国煤炭地质》2012,(5):42-43,47

鉴于传统的手工方法或CAD绘制抽水试验过程中Q=f（S）及q=f（S）曲线中出现的效率低、精度不高的问题,利用Excel的计算、图表功能．以内蒙古鄂尔多斯某井田203孔8煤至17煤抽水试验资料为例,详细阐述了图表法和数值法绘制Q=f（S）及q=f（S）曲线的具体步骤及判别啦线是否正常的方法,为野外水文地质技术人员提供了一个很好的参考范本。  相似文献   

Development of a continuous soil moisture accounting procedure for curve number methodology and its behaviour with different evapotranspiration methods     

N. Kannan  C. Santhi  J. R. Williams  J. G. Arnold 《水文研究》2008,22(13):2114-2121

The curve number (CN) method is widely used for rainfall–runoff modelling in continuous hydrologic simulation models. A sound continuous soil moisture accounting procedure is necessary for models using the CN method. For shallow soils and soils with low storage, the existing methods have limitations in their ability to reproduce the observed runoff. Therefore, a simple one‐parameter model based on the Soil Conservation Society CN procedure is developed for use in continuous hydrologic simulation. The sensitivity of the model parameter to runoff predictions was also analysed. In addition, the behaviour of the procedure developed and the existing continuous soil moisture accounting procedure used in hydrologic models, in combination with Penman–Monteith and Hargreaves evapotranspiration (ET) methods was also analysed. The new CN methodology, its behaviour and the sensitivity of the depletion coefficient (model parameter) were tested in four United States Geological Survey defined eight‐digit watersheds in different water resources regions of the USA using the SWAT model. In addition to easy parameterization for calibration, the one‐parameter model developed performed adequately in predicting runoff. When tested for shallow soils, the parameter is found to be very sensitive to surface runoff and subsurface flow and less sensitive to ET. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

A density‐dependent elastoplastic hydro‐mechanical model for unsaturated compacted soils     

D. A. Sun  D. C. Sheng  H. B. Cui  S. W. Sloan 《国际地质力学数值与分析法杂志》2007,31(11):1257-1279

This paper presents a three‐dimensional elastoplastic constitutive model for predicting the hydraulic and mechanical behaviour of unsaturated soils. It is based on experimental results obtained from a series of controlled‐suction triaxial tests on unsaturated compacted clay with different initial densities. Hydraulic hysteresis in the water‐retention behaviour is modelled as an elastoplastic process, with the elastic part modelled by a series of scanning curves and the elastoplastic part modelled by the main drying and wetting curves. The effect of void ratio on the water‐retention behaviour is studied using data obtained from controlled‐suction wetting–drying cyclic tests on unsaturated compacted clay with different initial densities. The effect of the degree of saturation on the stress–strain‐strength behaviour and the effect of void ratio on the water‐retention behaviour are considered in the model, as is the effect of suction on the hydraulic and mechanical behaviour. The initial density dependency of the compacted soil behaviour is modelled by experimental relationships between the initial density and the corresponding yield stress and, thereby, between the initial density and the normal compression line. The model is generalized to three‐dimensional stress states by assuming that the shapes of the failure and yield surfaces in the deviatoric stress plane are given by the Matsuoka–Nakai criterion. Model predictions of the stress–strain and water‐retention behaviour are compared with those obtained from triaxial tests with different initial densities under isotropic compression, triaxial compression and triaxial extension, with or without variation in suction. The comparisons indicate that the model accurately predicts the hydraulic and mechanical behaviour of unsaturated compacted soils with different initial densities using the same material constant. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

New Methods of Fitting the Membership Function of Oceanic Water Masses   总被引：3，自引：1，他引：2  

LIFengqi XIEJun LIYao 《中国海洋大学学报(英文版)》2004,3(1):1-9

1　Introduction　Watermassanalysisisanimportantsubjectinphys icaloceanographystudies (PickardandEmery ,1 990 ;YeandLi,1 992 ) .Helland Hansenplottedin 1 91 6theT Scurve ,whichisafterwardsknownasoneoftheT Sdiagrams ,andsuggestedthatawatermasscanbedefinedby…  相似文献   

Bayesian analysis of stage–fall–discharge models for gauging stations affected by variable backwater     

Asgeir Petersen‐Øverleir  Trond Reitan 《水文研究》2009,23(21):3057-3074

Parsimonious stage–fall–discharge rating curve models for gauging stations subject to backwater complications are developed from simple hydraulic theory. The rating curve models are compounded in order to allow for possible shifts in the hydraulics when variable backwater becomes effective. The models provide a prior scientific understanding through the relationship between the rating curve parameters and the hydraulic properties of the channel section under study. This characteristic enables prior distributions for the rating curve parameters to be easily elicited according to site‐specific information and the magnitude of well‐known hydraulic quantities. Posterior results from three Norwegian and one American twin‐gauge stations affected by variable backwater are obtained using Markov chain Monte Carlo simulation techniques. The case studies demonstrate that the proposed Bayesian rating curve assessment is appropriate for developing rating procedures for gauging stations that are subject to variable backwater. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

BOC调制信号多径误差分析     

赵薇薇  李春霞 《测绘学院学报》2009,(4)

针对导航信号的多径误差分析,在多径误差包络曲线分析方法基础上提出了多径误差包络期望分析方法。与包络曲线分析方法相比,包络期望分析方法能够定量分析导航信号多径误差。基于包络期望分析方法,对同码速率的二进制偏移载波(BOC)调制导航信号与二进制相位控键(BPSK)调制导航信号的多径误差进行了对比分析。结果表明,BOC调制导航信号具有更小的典型多径误差。  相似文献   

西沙湾工程波浪推算及波浪场数值模拟          下载免费PDF全文

林毅辉  郑艺妃  潘伟然  肖征  姬厚德 《应用海洋学学报》2020,39(1):80-86

本研究根据崇武水文站1976—2007年共31 a的波浪观测资料,使用皮尔逊Ⅲ型频率曲线进行拟合分析,推算出崇武在不同重现期条件下的特征波浪要素,再将其作为外海波浪要素输入,通过基于椭圆型缓坡方程的CGWAVE近岸波浪数值模型,模拟西沙湾的重现期波浪场,得到其设计波浪要素,得到较为合理的计算结果。西沙湾的海底地形强烈地影响近岸波浪,导致了波高和波向的不均匀分布特征,岛屿和礁石都是天然屏障,东侧水域受龟屿及闽台码头的掩护,波浪反射、绕射明显,对避风坞起到了有效的保护作用。此外,对于不同地质的边界,反射系数不同使得近岸波高分布有较大差异。  相似文献   

气候地层中0.9Ma以来同位素亚段的再划分     

袁林旺  刘泽纯 《地层学杂志》2004,28(4):313-318

同位素段、亚段乃至次亚段的划分实质上是定义不同级别 (层次 )的气候事件 ,为全球不同级别气候事件的对比提供参照。但已有的研究可能受区域性因素及记录本身条件所限 ,对同位素亚段、次亚段划分的数目及对比不尽一致。基于太阳辐射曲线、柴达木盆地高分辨率自然伽玛 (GR)曲线及其他相关气候记录的对比研究发现 ,同位素亚段的划分与太阳辐射曲线岁差周期间存在着明确的对应关系 ,据此对 0 .9Ma以来同位素亚段划分进行补充和校正。基于气候层次的观点 ,建议以太阳辐射曲线为参照 ,对同位素亚段重新进行系统命名 ,在轨道尺度变化这一级取消次亚段 ,即完全按照太阳辐射曲线峰值进行亚段编号。  相似文献   

鄱阳湖区风电场风电功率预报研究     

吴琼  贺志明 《气象与环境科学》2020,43(1):90-95

风力发电作为一种无污染可再生的能源,已逐渐成为许多国家能源战略可持续发展的重要组成部分。风电场风能预报是风力发电开发中的关键技术问题。为研究鄱阳湖区风力发电预报技术,采用中尺度模式WRF和微尺度模块CALMET对鄱阳湖区长岭风电场进行了200 m水平分辨率风能预报,并根据长岭机组理论功率曲线表和实测数据拟合出理论和实际发电机组功率曲线模型及平均有功功率与发电量模型。根据WRF+CALMET模式预报风速及建立的发电机组功率曲线模型和平均有功功率与发电量模型,预报了长岭风电场发电量。结果表明:长岭风电场23座风机逐小时风速预报值与观测值相关系数为0.42~0.61,均方根误差为2.59~3.68,相对误差为-13.7%~17.4%;对整个风场,预报风速与观测风速的相关系数为0.55,均方根误差为2.8,相对误差为-4.79%。实测发电量值高于预报值,平均偏大39.7 kW,相对误差为-12.6%,预报值与实测值相关性较好,相关系数达到0.52。总体来说,根据中尺度数值模式预报的风速结合风功率、发电量模型预测出的发电量与实测值较为接近,但各月差异性较大。  相似文献