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111.
Cheng-Wu CHEN Hsien-Chueh Peter YANG Chen-Yuan CHEN Alex Kung-Hsiung CHANG Tsung-Hao CHEN 《中国海洋工程》2008,22(1)
Internal solitary wave propagation over a submarine ridge results in energy dissipation, in which the hydrodynamic interaction between a wave and ridge affects marine environment. This study analyzes the effects of ridge height and potential energy during wave-ridge interaction with a binary and cumulative logistic regression model. In testing the Global Null Hypothesis, all values are p<0.001, with three statistical methods, such as Likelihood Ratio, Score, and Wald. While comparing with two kinds of models, tests values obtained by cumulative logistic regression models are better than those by binary logistic regression models. Although this study employed cumulative logistic regression model, three probability functions 1, 2 and 3, are utilized for investigating the weighted influence of factors on wave reflection. Deviance and Pearson tests are applied to check the goodness-of-fit of the proposed model. The analytical results demonstrated that both ridge height (X1) and potential energy (X2) significantly impact (p<0.0001) the amplitude-based reflected rate; the P-values for the deviance and Pearson are all >0.05 (0.2839, 0.3438, respectively). That is, the goodness-of-fit between ridge height (X1) and potential energy (X2) can further predict parameters under the scenario of the best parsimonious model.Investigation of 6 predictive powers (R2, Max-rescaled R2, Somers'D, Gamma, Tau-a, and c, respectively) indicate that these predictive estimates of the proposed model have better predictive ability than ridge height alone, and are very similar to the interaction of ridge height and potential energy. It can be concluded that the goodness-of-fit and prediction ability of the cumulative logistic regression model are better than that of the binary logistic regression model. 相似文献
112.
Internal solitary wave propagation over a submarine ridge results in energy dissipation, in which the hydrodynamic interaction between a wave and ridge affects marine environment. This study analyzes the effects of ridge height and potential energy during wave-ridge interaction with a binary and cumulative logistic regression model. In testing the Global Null Hypothesis, all values are p<0.001, with three statistical methods, such as Likelihood Ratio, Score, and Wald. While comparing with two kinds of models, tests values obtained by cumulative logistic regression models are better than those by binary logistic regression models. Although this study employed cumulative logistic regression model, three probability functions 1, 2 and 3, are utilized for investigating the weighted influence of factors on wave reflection. Deviance and Pearson tests are applied to check the goodness-of-fit of the proposed model. The analytical results demonstrated that both ridge height (X1) and potential energy (X2) significantly impact (p<0.0001) the amplitude-based reflected rate; the P-values for the deviance and Pearson are all >0.05 (0.2839, 0.3438, respectively). That is, the goodness-of-fit between ridge height (X1) and potential energy (X2) can further predict parameters under the scenario of the best parsimonious model.Investigation of 6 predictive powers (R2, Max-rescaled R2, Somers''D, Gamma, Tau-a, and c, respectively) indicate that these predictive estimates of the proposed model have better predictive ability than ridge height alone, and are very similar to the interaction of ridge height and potential energy. It can be concluded that the goodness-of-fit and prediction ability of the cumulative logistic regression model are better than that of the binary logistic regression model. 相似文献
113.
海湾围填海对滩涂湿地生态服务累积影响研究——以福建兴化湾为例 总被引:2,自引:0,他引:2
以福建兴化湾为例,选用1959年海图、1986年和2000年遥感影像数据及围填海相关规划等为基本信息源,将研究区划分为农田、养殖池、盐田、草林地、裸地、岛屿及滩涂7种生态系统类型.采用GIS技术分析兴化湾不同时期由于围填海所造成的各生态系统类型面积变化,并借鉴Costanza等研究的生态服务功能单位价值系数,评估围填海对滩涂湿地生态服务造成的累积影响.在1959-2000年,兴化湾滩涂面积减少了21.35%,生态服务的年总价值由1959年的5.31×109元降至2000年的4.45×109元,损失达8.63×109元,损失幅度为16.35%;2000-2020年,围填海相关规划的实施将导致兴化湾滩涂面积急剧下降,生态服务的年总价值由2000年的4.45×109元降至 2020年的3.48×109元,损失达9.68×108元,损失幅度为21.77%,其损失量和损失幅度均高于1959-2000年40余年的损失. 相似文献
114.
Evolution of cumulative Coulomb failure stress in northeastern Qinghai-Xizang (Tibetan) Plateau and its effect on large earthquake occurrence 总被引:3,自引:0,他引:3
We simulate accumulative Coulomb failure stress change in a layered Maxwell viscoelastic media in the north-eastern Qinghai-Xizang(Tibetan)Plateau since 1920.Lithospheric stress/strain evolution is assumed to be drivenby dislocations of large earthquakes(M≥7.0)and secular tectonic loading.The earthquake rupture parameters suchas the fault rupture length,width,and slip are either adopted from field investigations or estimated from their sta-tistic relationships with the earthquake magnitudes and seismic moments.Our study shows that among 20 largeearthquakes(M≥7.0)investigated,17 occurred in areas where the Coulomb failure stress change is positive,with atriggering rate of 85%.This study provides essential data for the intermediate to long-term likelihood estimation oflarge earthquakes in the northeastern Tibetan Plateau. 相似文献
115.
Conventional design methodology for the earthquake‐resistant structures is based on the concept of ensuring ‘no collapse’ during the most severe earthquake event. This methodology does not envisage the possibility of continuous damage accumulation during several not‐so‐severe earthquake events, as may be the case in the areas of moderate to high seismicity, particularly when it is economically infeasible to carry out repairs after damaging events. As a result, the structure may collapse or may necessitate large scale repairs much before the design life of the structure is over. This study considers the use of design force ratio (DFR) spectrum for taking an informed decision on the extent to which yield strength levels should be raised to avoid such a scenario. DFR spectrum gives the ratios by which the yield strength levels of single‐degree‐of‐freedom oscillators of different initial periods should be increased in order to limit the total damage caused by all earthquake events during the lifetime to a specified level. The DFR spectra are compared for three different seismicity models in case of elasto‐plastic oscillators: one corresponding to the exponential distribution for return periods of large events and the other two corresponding to the lognormal and Weibull distributions. It is shown through numerical study for a hypothetical seismic region that the use of simple exponential model may be acceptable only for small values of the seismic gap length. For moderately large to large seismic gap lengths, it may be conservative to use the lognormal model, while the Weibull model may be assumed for very large seismic gap lengths. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献
116.
内蒙古多伦县沙漠化驱动因素影响的累加效应分析 总被引:1,自引:0,他引:1
以内蒙古多伦县为研究区,选择若干指标,在系统分析沙漠化自然和人文驱动因素的基础上,采用滑动平均法和灰色关联法进行了沙漠化驱动因素影响的累加效应分析。结果表明:人为驱动因素对沙漠化作用的累加效应以较短时间尺度为主,而自然驱动因素对沙漠化作用的累加效应以中小时间尺度为主。年均气温的累加效应在3 a尺度上最大,年均降水量的累加效应在4 a尺度上最明显,而蒸发量和平均风速则随着时间尺度的增加其影响增大,在10 a尺度上表现得最为明显;人口数量在1 a尺度上达到了最高值;耕地面积对沙漠化的影响在1~10 a尺度上逐渐减少;粮食总量对沙漠化的影响在5 a尺度上影响达到最大;国内生产总值对沙漠化的影响在2 a尺度上影响最大;牲畜头数对沙漠化的影响在2 a平均尺度上表现得最为明显。人口数量的增长是耕地面积和牲畜头数对沙漠化影响产生累加效应的主要原因。 相似文献
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为了研究土壤容重、初始含水率、压力水头、黏粒含量和入渗时间5个因素对膜孔灌自由入渗特性的影响,根据正交试验设计12组试验(9组试验,3组验证试验)。通过开展室内膜孔灌试验,研究了多因素交互对膜孔灌自由入渗单位膜孔面积累积入渗量、入渗率及平均体积含水率增量的影响,并分别建立了单位膜孔面积累积入渗量和湿润体内平均体积含水率增量与各影响因素之间的经验模型。两模型的均方根误差分别为0.032 cm、0.006 cm3/cm3,相关系数均大于0.97,决定系数均大于0.95(P<0.01),经验证模型计算值与实测值相对误差均在±13%范围以内。研究表明:压力水头对单位膜孔面积累积入渗量影响不显著(P>0.05),初始含水率对其影响显著(P<0.05),而土壤容重、黏粒含量和入渗时间对其影响极显著(P<0.01),其影响程度由大到小依次为入渗时间、黏粒含量、土壤容重和初始含水率;湿润体内平均体积含水率增量不受入渗时间影响,4个因素对其影响均极显著(P<0.01),其影响程度由大到小依次为初始含水率、土壤容重、压力水头和黏粒含量。研究成果可为进一步优化膜孔灌灌水技术要素组合提供理论依据。 相似文献