一种新的BOC调制无模糊跟踪鉴别器设计     

唐斌  郭盛桃  刘富 《全球定位系统》2010,35(5):16-20

建立了导航接收机码跟踪延迟锁定环的数学模型，讨论了DP和EMLP鉴别器在不同信号、不同前端滤波器带宽的鉴别曲线特性，阐述了BOC调制模糊跟踪产生的原因。针对BOC调制信号的模糊跟踪问题，从BOC调制的机理出发，将BOC调制分成伪码和副栽波两部分分析，阐述了一种新的鉴别器设计。实验表明：新鉴别器设计，鉴别曲线线性跟踪区域斜率最高为9，可实现BOC调制的无模糊跟踪。  相似文献   

Uncertainty,entropy, scaling and hydrological stochastics. 1. Marginal distributional properties of hydrological processes and state scaling / Incertitude,entropie, effet d'échelle et propriétés stochastiques hydrologiques. 1. Propriétés distributionnelles marginales des processus hydrologiques et échelle d'état     

《水文科学杂志》2013,58(3)

Abstract

The well-established physical and mathematical principle of maximum entropy (ME), is used to explain the distributional and autocorrelation properties of hydrological processes, including the scaling behaviour both in state and in time. In this context, maximum entropy is interpreted as maximum uncertainty. The conditions used for the maximization of entropy are as simple as possible, i.e. that hydrological processes are non-negative with specified coefficients of variation (CV) and lag one autocorrelation. In this first part of the study, the marginal distributional properties of hydrological variables and the state scaling behaviour are investigated. Application of the ME principle under these very simple conditions results in the truncated normal distribution for small values of CV and in a nonexponential type (Pareto) distribution for high values of CV. In addition, the normal and the exponential distributions appear as limiting cases of these two distributions. Testing of these theoretical results with numerous hydrological data sets on several scales validates the applicability of the ME principle, thus emphasizing the dominance of uncertainty in hydrological processes. Both theoretical and empirical results show that the state scaling is only an approximation for the high return periods, which is merely valid when processes have high variation on small time scales. In other cases the normal distributional behaviour, which does not have state scaling properties, is a more appropriate approximation. Interestingly however, as discussed in the second part of the study, the normal distribution combined with positive autocorrelation of a process, results in time scaling behaviour due to the ME principle.  相似文献   

3S高新技术学科的特点与教学方法探讨——以郑州大学GIS专业为例     

王金鑫  郭恒亮 《测绘软科学研究》2010,(6):10-13,19

分析了3S高新技术学科的特点,针对工科学生的学科背景,以郑州大学GIS专业全球定位系统和数字摄影测量学为例,探讨了这些学科的教学方法。主要包括：随时掌握学生的思想状况、扩大教学内容的新颖性与信息量、采取灵活多样的课堂教学方法、注重培养学生动手能力等。三年来的教学实践证明,这些措施大大提高了学生的学习积极性与效率,效果显著。  相似文献   

武汉城市圈地图集总体设计特点     

王东清  余家树  廖小韵 《地理空间信息》2010,8(6):119-120

通过对图集的简要介绍,从专题内容的选择、结构布局、表现形式及色彩设计等方面,阐述了图集总体设计的特点。  相似文献   

Impact of climate change on 24‐h design rainfall depth estimation in Qiantang River Basin,East China     

Yue‐Ping Xu  Xujie Zhang  Ye Tian 《水文研究》2012,26(26):4067-4077

The frequency and magnitude of extreme meteorological or hydrological events such as floods and droughts in China have been influenced by global climate change. The water problem due to increasing frequency and magnitude of extreme events in the humid areas has gained great attention in recent years. However, the main challenge in the evaluation of climate change impact on extreme events is that large uncertainty could exist. Therefore, this paper first aims to model possible impacts of climate change on regional extreme precipitation (indicated by 24‐h design rainfall depth) at seven rainfall gauge stations in the Qiantang River Basin, East China. The Long Ashton Research Station‐Weather Generator is adopted to downscale the global projections obtained from general circulation models (GCMs) to regional climate data at site scale. The weather generator is also checked for its performance through three approaches, namely Kolmogorov–Smirnov test, comparison of L‐moment statistics and 24‐h design rainfall depths. Future 24‐h design rainfall depths at seven stations are estimated using Pearson Type III distribution and L‐moment approach. Second, uncertainty caused by three GCMs under various greenhouse gas emission scenarios for the future periods 2020s (2011–2030), 2055s (2046–2065) and 2090s (2080–2099) is investigated. The final results show that 24‐h design rainfall depth increases in most stations under the three GCMs and emission scenarios. However, there are large uncertainties involved in the estimations of 24‐h design rainfall depths at seven stations because of GCM, emission scenario and other uncertainty sources. At Hangzhou Station, a relative change of ?16% to 113% can be observed in 100y design rainfall depths. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

An analysis of change in alpine annual maximum discharges: implications for the selection of design discharges     

Attilio Castellarin  Alberto Pistocchi 《水文研究》2012,26(10):1517-1526

The paper presents an analysis of 17 long annual maximum series (AMS) of flood flows for Swiss Alpine basins, aimed at checking the presence of changes in the frequency regime of annual maxima. We apply Pettitt's change point test, the nonparametric sign test and Sen's test on trends. We also apply a parametric goodness‐of‐fit test for assessing the suitability of distributions estimated on the basis of annual maxima collected up to a certain year for describing the frequency regime of later observations. For a number of series the tests yield consistent indications for significant changes in the frequency regime of annual maxima and increasing trends in the intensity of annual maximum discharges. In most cases, these changes cannot be explained by anthropogenic causes only (e.g. streamflow regulation, construction of dams). Instead, we observe a statistically significant relationship between the year of change and the elevation of the catchment outlet. This evidence is consistent with the findings of recent studies that explain increasing discharges in alpine catchments with an increase in the temperature controlling the portion of mountain catchments above the freezing point. Finally, we analyse the differences in return periods (RPs) estimated for a given flood flow on the basis of recent and past observations. For a large number of the study AMS, we observe that, on average, the 100‐year flood for past observations corresponds to a RP of approximately 10 to 30 years on the basis of more recent observation. From a complementary perspective, we also notice that estimated RP‐year flood (i.e. flood quantile (FQ) associated with RP) increases on average by approximately 20% for the study area, irrespectively of the RP. Practical implications of the observed changes are illustrated and discussed in the paper. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Flood frequency analysis of Turkey using L‐moments method     

Neslihan Seckin  Tefaruk Haktanir  Recep Yurtal 《水文研究》2011,25(22):3499-3505

The index flood procedure coupled with the L‐moments method is applied to the annual flood peaks data taken at all stream‐gauging stations in Turkey having at least 15‐year‐long records. First, screening of the data is done based on the discordancy measure (D_i) in terms of the L‐moments. Homogeneity of the total geographical area of Turkey is tested using the L‐moments based heterogeneity measure, H, computed on 500 simulations generated using the four parameter Kappa distribution. The L‐moments analysis of the recorded annual flood peaks data at 543 gauged sites indicates that Turkey as a whole is hydrologically heterogeneous, and 45 of 543 gauged sites are discordant which are discarded from further analyses. The catchment areas of these 543 sites vary from 9·9 to 75121 km² and their mean annual peak floods vary from 1·72 to 3739·5 m³ s^?1. The probability distributions used in the analyses, whose parameters are computed by the L‐moments method are the general extreme values (GEV), generalized logistic (GLO), generalized normal (GNO), Pearson type III (PE3), generalized Pareto (GPA), and five‐parameter Wakeby (WAK). Based on the L‐moment ratio diagrams and the |Z_dist|‐statistic criteria, the GEV distribution is identified as the robust distribution for the study area (498 gauged sites). Hence, for estimation of flood magnitudes of various return periods in Turkey, a regional flood frequency relationship is developed using the GEV distribution. Next, the quantiles computed at all of 543 gauged sites by the GEV and the Wakeby distributions are compared with the observed values of the same probability based on two criteria, mean absolute relative error and determination coefficient. Results of these comparisons indicate that both distributions of GEV and Wakeby, whose parameters are computed by the L‐moments method, are adequate in predicting quantile estimates. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

数字海图发行管理系统的设计与实现     

郭立新  彭认灿  陈惠荣 《测绘科学技术学报》2007,24(2):153-156

为解决我国有关部门在数字海图发行中存在的数据及用户管理问题,通过对国内外现行数字海图发行管理机制的研究,提出了以海图数据封装发行模式代替目前直接复制数据的方式,开发和采用计算机软硬件结合加密的授权许可证技术,设计与实现具有可视化、集成化特点的新型的数字海图发行管理系统的方法.  相似文献   

埃尔米特插值函数在公路平面线形设计中的应用     

文畅平 《测绘科学》2007,32(3):149-150

三次样条函数在公路平面线形设计中有广泛的应用,但由于没有统一的函数表达式且计算量大,因而在应用上不便。埃尔米特插值函数的特点决定其能很好地逼近被插值函数,且计算过程简便。公路平面线形实例设计表明,三次埃尔米特插值函数用于公路平面线形设计中,能够满足路线设计规范(JTJ011-94)的要求,其设计结果与三次样条函数设计结果接近。本研究建立了公路平面线形设计的埃尔米特插值函数方法,可供公路平面线形设计工作参考。  相似文献   

水产饲料膨化机设计刍论     

徐钟良  陈启发 《台湾海峡》2001,20(Z1):207-211

据开发应用水产饲料膨化机实践，初步论述了膨化机生产能力与动力匹配，螺杆设计参数长径比，物料在腔内滞留时间，膨化腔设计及其温度调控，并提出改进设计的见解.  相似文献