基于概率统计的地震岩相识别不确定性定量评价方法

地震岩相识别能够提供具有不同储层特征的岩相分布信息,对岩相识别的不确定性开展定量评价分析可降低后期油藏建模与储层评价的风险.考虑了地震岩相识别中测井岩相定义、岩石物理建模、井震尺度匹配及地震反演等环节的不确定性对岩相识别的影响,基于概率统计方法,引入熵函数实现了地震岩相识别不确定性定量评价,并结合岩相概率、重建率等多角度综合定量分析不确定性的构成及传递特征,系统地实现了地震岩相识别不确定性评价流程的整体连通.提出了结合属性交绘特征约束反演参数空间,提高地震岩相识别运算效率.模拟数据分析表明利用熵函数可精确实现岩相识别不确定性地定量表征,利用属性交绘特征约束参数空间既大幅度减少运算量,也可降低地震岩相识别的不确定性.     

On predicting boat drift for search and rescue

A theoretical model for predicting boat drift for search and rescue missions is presented in this work. The drift model is based on the law of physics which govern the motion of a floating body in a given wind and surface current field. In terms of the empirical aerodynamics force coefficients of the boat or any other drifting object, external wind field, and current field, the drift velocity of the boat being searched for can be obtained. The uncertainty of the characteristics of the boat’s drift is evaluated by interval analysis of the uncertainties of the characteristics of the drifting boat and external forcing fields. The search area expansion and the source of uncertainty are systematically evaluated. The current statistical model-based operational definitions of leeway drift, leeway rate, leeway angle, divergence angle, leeway divergence, downwind component of leeway, and crosswind component of leeway are clarified in light of the presented theoretical model. The divergence angle and leeway divergence are evaluated through the interval analysis of the uncertainty of the parameters involved.     

Space and time variability of uncertainty in morphodynamic simulations

The uncertainty associated with simulations of process-based coastal area morphodynamic models is assessed through numerical experimentation. Appropriate metrics of uncertainty are defined based on the standard deviation of the model results at each location and each time step. Uncertainty is examined using a set of realistic one year morphodynamic simulations of the evolution of a highly dynamic tidal inlet. Results indicate that uncertainty increases linearly with time, and suggest that its rate grows with increasing sediment fluxes. Hence, the limits of predictability of morphodynamic model applications are higher for slowly varying systems. Attempts to reduce uncertainty by aggregating model results at larger spatial scales met with limited success. Ensemble simulations are suggested as a possible avenue to investigate the long-term evolution of tidal inlets using process-based models.     

海域使用活动对海湾生态环境的压力评估——以莱州湾为例

以莱州湾为例,基于GIS和地理空间模拟框架,结合海洋生态红线区分布,建立了海域使用活动对海洋生态环境的潜在压力评估模型,空间量化评估多种海域使用活动对海洋生态环境的潜在影响。结果显示,多种海域使用活动的潜在压力总体呈近岸高于远岸、湾顶>东部>西部的分布特征;压力高值区集中于距岸10 km以内海域和5 m水深以内海域;海洋特别保护区、海洋自然保护区及重要河口生态系统等类型的海洋生态红线区受到开放式养殖、围海养殖、盐业用海活动的压力较大,需要对其进行重点监控。研究揭示了莱州湾海域使用活动对海洋生态环境潜在压力的空间分布格局,为海洋生态红线落地实施和海域使用管理提供决策依据。     

A preliminary exploration of the cooling effect of tree shade in urban landscapes

Mitigating urban heat island (UHI) effects, especially under climate change, is necessary for the promotion of urban sustainability. Shade is one of the most important functions provided by urban trees for mitigating UHI. However, the cooling effect of tree shade has not been adequately investigated. In this study, we used a simple and straightforward method to quantify the spatial and temporal variation of tree shade and examined its effect on land surface temperature (LST). We used the hillshade function in a geographic information system to quantify the spatiotemporal patterns of tree shade by integrating sun location and tree height. Relationships between shade and LST were then compared in two cities, Tampa, Florida and New York City (NYC), New York. We found that: (1) Hillshade function combining the sun location and tree height can accurately capture the spatial and temporal variation of tree shade; (2) Tree shade, particularly at 07:30, has significant cooling effect on LST in Tampa and NYC; and (3) Shade has a stronger cooling effect in Tampa than in NYC, which is most likely due to the differences in the ratio of tree canopy to impervious surface cover, the spatial arrangements of trees and buildings, and their relative heights. Comparing the cooling effects of tree shade in two cities, this study provides important insights for urban planners for UHI mitigation in different cities.     

不确定性对北部湾二长棘鲷渔业资源评估影响的模拟研究

利用蒙特卡罗模拟方法研究了生物学参考点F0.1、Fmax和当前捕捞死亡系数(current fishing mortality rate,Fcur)估计中的不确定性对北部湾二长棘鲷渔业资源评估的影响。结果表明:二长棘鲷渔业资源状态评估受到F0.1、Fmax、Fcur估计中的不确定性和管理者选取的决策置信水平的影响,二长棘鲷渔业被确定为过度捕捞的概率随着F0.1、Fmax、Fcur估计中不确定性和置信水平的增加而下降;F0.1和Fmax估计中的不确定性主要由生长参数的不确定性引起,自然死亡系数的不确定性对F0.1和Fmax估计中的不确定性的影响是有一定限度的。相比Fmax,将F0.1作为二长棘鲷渔业的管理目标更为合适。     

CMIP5模式对21世纪全球和中国年平均地表气温变化和2℃升温阈值的预估

基于参加国际耦合模式比较计划第5阶段（CMIP5）的29个全球气候模式开展的历史气候模拟和3种典型浓度路径（RCP2.6、RCP4.5、 RCP8.5）下21世纪气候预估的结果,分析了单个模式和多模式集合平均（MME）的21世纪全球与中国年平均地表气温（ASAT）变化特征及2℃升温阈值的出现时间。多模式集合平均的结果显示：全球和中国年平均地表气温均将继续升高,21世纪末的升温幅度随着辐射强迫的增大而增大。RCP2.6情景下,年平均地表气温增幅先升高后降低,全球（中国）年平均地表气温在2056年（2049年）达到升温峰值,21世纪末升温1.74℃（2.12℃）;RCP4.5情景下,年平均地表气温在21世纪前半叶逐渐升高,之后升温趋势减缓,21世纪后期趋于平稳,21世纪末全球（中国）年平均地表气温增幅为2.60℃（3.39℃）;RCP8.5情景下,21世纪年平均地表气温快速升高,21世纪末全球（中国）年平均地表气温增幅为4.75℃（6.55℃）。全球平均的年平均地表气温增幅,在RCP2.6情景下没有超过2℃,RCP4.5和RCP8.5情景下分别在2047和2038年达到2℃。RCP2.6、RCP4.5和RCP8.5情景下中国年平均地表气温增幅连续5 a不低于2℃的时间分别在2032、2033和2027年,明显早于全球平均。任一典型浓度路径情景下,达到2℃升温的时间,北半球同纬度地区早于南半球,同半球高纬度地区早于低纬度地区,同纬度地区陆地早于海洋。3种不同典型浓度路径情景下21世纪全球和中国年平均地表气温将继续升高这一结果是可信的,RCP4.5和RCP8.5情景下全球和中国年平均地表气温增幅超过2℃的结果模式之间有较高的一致性。多模式预估的全球和中国年平均地表气温升幅和不同幅度升温的出现时间均存在一定的不确定性,预估结果的不确定性随预估时间的延长而增大;相同情景下,中国年平均地表气温预估的不确定性大于全球。     

PRECIS模拟系统对中国地面气温变化的QUMP集成预估

利用英国Hadley中心QUMP模式(Quantifying Uncertainties in Model Projections)集合的5组敏感性试验产生的全球气候背景场驱动区域气候模拟系统PRECIS(Providing Regional Climates for Impacts Studies)产生的降尺度数据,分析PRECIS对中国地面气温变化的模拟能力,同时对SRES A1B温室气体排放情景下21世纪中期(2021~2050年)中国区域的温度做出预估。模拟能力分析结果显示:PRECIS在5组背景场驱动下都可以较好地模拟出气候基准时段(1961~1900年)中国区域气温的年变化和时空分布特征,但存在暖偏差,高敏感度模拟实验的暖偏差幅度要大于中低敏感度。预估结果显示:5组敏感性试验降尺度模拟的温度均呈增加趋势,其中最低温度的变暖幅度高于平均温度和最高温度。高敏感度试验Q10模拟的升温幅度介于低敏感度模拟和中敏感度模拟之间,其他敏感性试验表现出高敏感度模拟的升温幅度高于中敏感度模拟,而中敏感度模拟高于低敏感度模拟。从模拟的升温空间分布上看,西北地区升温幅度最显著,可达2.08~2.61°C,华南地区升温幅度相对较小,为1.33~1.84°C,但不同敏感度模拟的升温幅度具有一定的区域差异。     

生活垃圾卫生填埋及地质环境效应概论

论述当前世界各国城市建设中必不可少的重要工程设施类型之一——生活垃圾处置工程。总结当前垃圾处置的主要方式,分析卫生填埋在各种处理方式中独具的优势,并简要介绍组成卫生填埋工程的各个部分及其功能;论述垃圾填埋体中进行的各种化学和生物化学作用及其变化;指出垃圾填埋体是其中的核心部分,填埋体结构的优化设计是控制污液污染地质环境的关键,提出填埋体结构设计的技术路线和系统方法。最后,根据当前卫生填埋场实施中存在的问题,为进一步有效地控制垃圾填埋处置对地质环境污染中的研究不足,提出意见和建议