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Comparative study of probable maximum precipitation and isohyetal maps for mountainous regions, Pakistan
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作者 Muhammad Waseem Boota Ghulam Nabi +3 位作者 Tanveer Abbas Hui Jun Jin Ayesha Yousaf Muhammad Azeem Boota 《Research in Cold and Arid Regions》 CSCD 2018年第1期55-68,共14页
Probable maximum precipitation(PMP) is widely used by hydrologists for appraisal of probable maximum flood(PMF)used for soil and water conservation structures, and design of dam spillways. A number of methods such as ... Probable maximum precipitation(PMP) is widely used by hydrologists for appraisal of probable maximum flood(PMF)used for soil and water conservation structures, and design of dam spillways. A number of methods such as empirical, statistical and dynamic are used to estimate PMP, the most favored being statistical and hydro-meteorological. In this paper,PMP estimation in mountainous regions of Pakistan is studied using statistical as well as physically based hydro-meteorological approaches. Daily precipitation, dew point, wind speed and temperature data is processed to estimate PMP for a one-day duration. Maximum precipitation for different return periods is estimated by using statistical approaches such as Gumble and Log-Pearson type-III(LP-III) distribution. Goodness of fit(GOF) test, chi-square test, correlation coefficient and coefficient of determination were applied to Gumble and LP-III distributions. Results reveal that among statistical approaches, Gumble distribution performed the best result compared to LP-III distribution. Isohyetal maps of the study area at different return periods are produced by using the GIS tool, and PMP in mountainous regions varies from 150 to 320 mm at an average value of 230.83 mm. The ratio of PMP for one-day duration to highest observed rainfall(HOR) varied from 1.08 to 1.29 with an average value of 1.18. An appropriate frequency factor(K_m) is very important which is a function of mean for observed precipitation and PMP for 1-day duration, and K_m values varies from 2.54 to 4.68. The coefficient of variability(C_v) varies from minimum value of 28% to maximum value of 43.35%. It was concluded that the statistical approach gives higher results compared to moisture maximization(MM) approach. In the hydro-meteorological approach, moisture maximization(MM) and wind moisture maximization(WMM) techniques were applied and it was concluded that wind moisture maximization approach gives higher results of PMP as compared to moisture maximization approach as well as for Hershfield technique. Therefore, it is suggested that MM approach is the most favored in the study area for PMP estimation, which leads to acceptable results, compared to WMM and statistical approaches. 展开更多
关键词 PMP Hershfield method gumble and LP-III method Hydro-meteorological approaches Goodness of fit(GOF) tests
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地震损失风险的Copula混合分布模型及其应用 被引量:9
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作者 刘新红 孟生旺 李政宵 《系统工程理论与实践》 EI CSSCI CSCD 北大核心 2019年第7期1855-1866,共12页
地震造成的损失主要包括直接经济损失和人员伤亡.本文以我国1950-2015年期间的地震灾害统计数据作为研究样本,建立了地震灾害造成的直接经济损失和死亡人数的Copula混合分布模型.在该模型中,用右截断的Gumble分布与广义帕累托分布构造... 地震造成的损失主要包括直接经济损失和人员伤亡.本文以我国1950-2015年期间的地震灾害统计数据作为研究样本,建立了地震灾害造成的直接经济损失和死亡人数的Copula混合分布模型.在该模型中,用右截断的Gumble分布与广义帕累托分布构造的混合分布拟合对数直接经济损失,用两端截断的负二项分布与广义帕累托分布构造的混合分布拟合死亡人数,用Copula函数建立直接经济损失与死亡人数之间的相依关系,并通过蒙特卡罗模拟计算风险相依情况下地震灾害的风险度量值.与传统的地震灾害模型相比,本文提出的直接经济损失与死亡人数的Copula混合分布模型对巨灾数据的拟合更加合理,为我国建立地震巨灾保险制度提供了一种可供选择的精算模型. 展开更多
关键词 地震风险 COPULA函数 广义帕累托分布 截断gumble分布 截断负二项分布
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