Using a H∞ filter assimilation procedure to estimate root zone soil water content     

Haishen Lü  Xiaoli Li  Zhongbo Yu  Robert Horton  Yonghua Zhu  Zhenchun Hao  Long Xiang 《水文研究》2010,24(25):3648-3660

Root zone soil water content impacts plant water availability, land energy and water balances. Because of unknown hydrological model error, observation errors and the statistical characteristics of the errors, the widely used Kalman filter (KF) and its extensions are challenged to retrieve the root zone soil water content using the surface soil water content. If the soil hydraulic parameters are poorly estimated, the KF and its extensions fail to accurately estimate the root zone soil water. The H‐infinity filter (HF) represents a robust version of the KF. The HF is widely used in data assimilation and is superior to the KF, especially when the performance of the model is not well understood. The objective of this study is to study the impact of uncertain soil hydraulic parameters, initial soil moisture content and observation period on the ability of HF assimilation to predict in situ soil water content. In this article, we study seven cases. The results show that the soil hydraulic parameters hold a critical role in the course of assimilation. When the soil hydraulic parameters are poorly estimated, an accurate estimation of root soil water content cannot be retrieved by the HF assimilation approach. When the estimated soil hydraulic parameters are similar to actual values, the soil water content at various depths can be accurately retrieved by the HF assimilation. The HF assimilation is not very sensitive to the initial soil water content, and the impact of the initial soil water content on the assimilation scheme can be eliminated after about 5–7 days. The observation interval is important for soil water profile distribution retrieval with the HF, and the shorter the observation interval, the shorter the time required to achieve actual soil water content. However, the retrieval results are not very accurate at a depth of 100 cm. Also it is complex to determine the weighting coefficient and the error attenuation parameter in the HF assimilation. In this article, the trial‐and‐error method was used to determine the weighting coefficient and the error attenuation parameter. After the first establishment of limited range of the parameters, ‘the best parameter set’ was selected from the range of values. For the soil conditions investigated, the HF assimilation results are better than the open‐loop results. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

基于RFM的高分辨率卫星遥感影像自动匹配研究   总被引：5，自引：0，他引：5  

季顺平  袁修孝 《测绘学报》2010,39(6):592-598

摘　要：提出一种基于有理多项式模型（RFM）进行高分辨率卫星遥感影像自动匹配的方法。首先利用RFM进行高分辨率卫星影像直接定位和同名点预测；然后基于投影轨迹建立近似核线方程，并分析了核线精度；接着采用金字塔影像策略进行核线约束的近似一维影像匹配，并经最小二乘影像匹配精化匹配结果；最后采用RANSAC算法剔除误匹配点以获取最终的匹配结果。通过与二维灰度相关方法和SIFT匹配方法的比较试验，证明本文方法可靠性好、匹配成功率高，较好地解决了多时相、大姿态角高分辨率卫星遥感影像的自动匹配难题。  相似文献   

A new model for the vibration isolation via pile rows consisting of infinite number of piles     

Jian‐Fei Lu  Dong‐Sheng Jeng  Jian‐Wei Wan  Ji‐Sheng Zhang 《国际地质力学数值与分析法杂志》2013,37(15):2394-2426

In this study, on the basis of the Floquet transform method, a numerical model for the simulation of the vibration isolation via multiple periodic pile rows with infinite number of piles is established. By means of the fictitious pile method due to Muki and Sternberg, the second kind of Fredholm integral equations for the pile rows are developed by using the fundamental solutions for the half‐space and the compatibility conditions between the piles and half‐space. Employing the Floquet transform method, integral equations for the pile rows in the wavenumber domain are then derived. Solution of the integral equations yields the wavenumber domain solution for the pile rows. The space domain solution can then be retrieved by inversion of the Floquet transform. Numerical results show that the proposed model with the Floquet transform method is in a good agreement with those of the conventional direct superposition method. On the basis of the new model, influences of the spacing between neighboring piles, the Young's modulus of the piles, and the pile length on the vibration isolation effect of the pile rows are investigated. Numerical simulations conducted in this study show that compared with the direct superposition method, the efficiency of the proposed model for simulation of the vibration isolation via pile rows is very high. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Evaporation of perennial semi‐arid woodland in southeastern Australia is adapted for irregular but common dry periods          下载免费PDF全文

W. S. Meyer  E. Kondrlovà  G. R. Koerber 《水文研究》2015,29(17):3714-3726

Measurements of water vapour flux from semi‐arid perennial woodland (mallee) were made for 3 years using eddy covariance instrumentation. There have been no previous long‐term, detailed measures of water use in this ecosystem. Latent energy flux (LE) on a half hourly basis was the measure of the combined soil and plant evaporation, ‘evapotranspiration’ (E_LE) of the site. Aggregation over 3 years of the site measured rain (1136 mm) and the estimated evaporation (794 mm) suggests that 342 mm or 30% of rain had moved into or past the root zone of the vegetation. Above average rainfall during 2011 and the first quarter of 2012 (633 mm, 15 months) would likely have been the period during which significant groundwater recharge occurred. At times immediately after rainfall, E_LE rates were the same or exceeded estimates of potential E calculated from a suitably parameterized Penman–Monteith (E_PMo) equation. Apparent free water E from plant interception and soil evaporation was about 2.3 mm and lasted for 1.3 days following rainfall in summer, while in autumn, E was 5.1 mm that lasted over 5.4 days. The leaf area index (LAI) needed to adjust a wind function calibrated Penman equation (E_PMe) to match the E_LE values could be back calculated to generate seasonal change in LAI from 0.12 to 0.46 and compared well with normalized difference vegetation index; r = 0.38 and p = 0.0213* and LAI calculated from digital cover photography. The apparently conservative response of perennial vegetation evaporation to available water in these semi‐arid environments reinforces the conclusion that these ecosystems use this mechanism to survive the reasonably common dry periods. Plant response to soil water availability is primarily through gradual changes in leaf area. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

微波辐射计在对流天气预报中的应用     

蔡奕萍  袁志扬  李婵珠  黄锋 《广东气象》2021,43(1)

选取2016—2018年每年4—9月份RPG-HATPRO型42通道微波辐射计观测的不稳定指数参数(K、SI、CAPE、LI)及水汽参数(IWV、LWP),研究得出各参数触发雷雨大风、短时强降水的阈值条件为K>37℃、SI<-1℃、IWV>60 kg/m~2、LWP>400 g/m~2,而LI、CAPE无法对3种天气类型进行区分。利用费舍判别分析方法,将不稳定指数参数及水汽参数作为预报因子,建立预报方程并进行检验,结果表明:二级判别方程预测对流天气的准确率为76%,可以作为预报对流天气的辅助工具;多级判别方程不能很好地区分3种天气类型,但将其作为修正后的二级判别方程使用,能提高对流天气的测中概率。  相似文献   

12月龄多鳞鱚形态性状对体质量的影响     

余家旺  王耀嵘  林星桦  沈奕君  李广丽  黄洋  朱春华  田昌绪 《广东海洋大学学报》2022,(1)

【目的】研究12月龄多鳞鱚(Sillago sihama Forssk?l)形态性状与体质量之间的关系,筛选适用于选育的主要形态性状。【方法】测定12个形态性状与体质量的表型参数,通过通径分析、相关分析和多元回归分析估计主要性状对体质量的直接影响和间接影响。【结果】12月龄多鳞鱚13个性状之间的相关系数均达到极显著水平(P<0.01)。通径分析表明,体高(X1)、体厚(X2)、眼径(X7)、体长(X10)和背鳍前长(X11)对体质量(Y)有明显的直接影响;除体长外,其他生长性状对体质量的直接影响均小于它们对体质量的间接影响,同时,体长对体质量的直接影响最大。相关分析表明,上述5个主要性状是体质量变化的主要影响因素。体长对体质量的单独决定系数最大(0.331),5个主要性状对体质量的总决定系数为0.928。建立的以主要性状为自变量、体质量为因变量的回归方程为Y=-13.339+2.913X1+3.352X2-4.467X7+1.473X10+0.763X11。【结论】体长、体厚、眼径、体高和背鳍前长等5个主要性状是影响多鳞鱚体质量的核心性状,其中体长影响最大。  相似文献   

The effect of temperature on growth of Atlantic cod (Gadus morhua L.)     

Brander  K. M. 《ICES Journal of Marine Science》1995,52(1):1-10

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两层分层流体中初始内孤立波分裂的数值研究     

徐肇廷  贾村  陈旭  文凡 《中国海洋大学学报(自然科学版)》2006,36(3):345-348

本文导得了1个研究内波分裂的射线型二维KdV方程。利用这一方程的一维退化方程进行了实验室尺度下孤立子型内波分裂的数值研究。数值结果表明,深水区的初始内孤立波和实测的内孤立波(内潮)在通过陆坡区时都会产生分裂,并在陆架上(浅水区)生成一内孤立子波列。这表明在实际海洋条件下,深海区内潮的分裂是陆架上海洋内孤立子波包(或波列)生成的主要机制之一。  相似文献   

Modelling linear wave transformation induced by dissipative structures—Random waves     

R. Silva  M.A. Losada  P. Salles 《Ocean Engineering》2006,33(16):2174-2194

The relevant theory is presented and numerical results are compared with the analytical solution for the interaction of non-breaking waves with an array of vertical porous circular cylinders on a horizontal bed. The extension to the cases of unidirectional and multidirectional waves is obtained by means of a transfer function. The influence of the mechanical properties of porous structures and wave irregularity on wave transformation is analysed. Results for unidirectional and multidirectional wave spectra are compared to those obtained for regular waves. The model presented reproduces well the analytical results and provides a tool for analysing several engineering problems.  相似文献   

Regeneration of sand waves after dredging   总被引：2，自引：0，他引：2  

M. A. F. Knaapen  S. J. M. H. Hulscher 《Coastal Engineering》2002,46(4):1096

Sand waves are large bed waves on the seabed, being a few metres high and lying hundreds of metres apart. In some cases, these sand waves occur in navigation channels. If these sand waves reduce the water depth to an unacceptable level and hinder navigation, they need to be dredged. It has been observed in the Bisanseto Channel in Japan that the sand waves tend to regain their shape after dredging. In this paper, we address modelling of this regeneration of sand waves, aiming to predict this process. For this purpose, we combine a very simple, yet effective, amplitude-evolution model based on the Landau equation, with measurements in the Bisanseto Channel. The model parameters are tuned to the measured data using a genetic algorithm, a stochastic optimization routine. The results are good. The tuned model accurately reproduces the measured growth of the sand waves. The differences between the measured weave heights and the model results are smaller than the measurement noise. Furthermore, the resulting parameters are surprisingly consistent, given the large variations in the sediment characteristics, the water depth and the flow field. This approach was tested on its predictive capacity using a synthetic test case. The model was tuned based on constructed predredging data and the amplitude evolution as measured for over 2 years. After tuning, the predictions were accurate for about 10 years. Thus, it is shown that the approach could be a useful tool in the optimization of dredging strategies in case of dredging of sand waves.  相似文献