采控天然冷量过程中青藏铁路路基温度场演变特性研究

针对青藏铁路工程所穿越的高温、富冰多年冻土路基稳定问题, 提出了采控天然冷量, 即在冬季采集并存储地气温差所造成的冷量, 夏季释放, 维护路基稳定的方法. 对典型工程条件下采控天然冷量后路基温度场随时间和空间上的演变规律进行了研究比较, 结果表明: 在不采用附加措施情况下, 直到道路施工完成后的第16年路基内温度场才逐渐进入负温, 因此必须对路基温度场采用人为干预措施. 结果显示, 采控天然冷量方法可以保持青藏铁路路基的稳定.     

FeSO4对铬污染土的稳定特性及风险评价试验研究

采用硫酸亚铁（FeSO4）对铬污染土进行稳定化处理。选用浸出试验、Cr(VI)残留值试验和形态提取试验,研究了粒径和有机质对铬污染土稳定特性的影响规律。试验结果表明,粒径和有机质对铬污染土稳定特性有较大影响。粒径的减小可显著降低稳定土中Cr(VI)和总Cr的浸出浓度及稳定土中Cr(VI)的含量;当污染土粒径小于2 mm时,Fe(II)/Cr(VI)摩尔比为3,稳定土中Cr(VI)和总Cr的浸出浓度分别为4.68、8.9 mg/L,均低于我国《危险废弃物鉴别标准 浸出毒性鉴别》（GB/T5085.3－2007）的限值。有机质添加量的增加可明显降低稳定土中Cr(VI)和总Cr的浸出浓度及Cr(VI)的含量。当Fe(II)/Cr(VI)摩尔比为3时,有机质的添加量为5%,稳定土中Cr(VI)的含量为28.3 mg/kg,低于我国《土壤环境质量标准》（GB15618－2008）中工业和商业用地限值（30 mg/kg）;当有机质的添加量为10%时,稳定土中Cr(VI)的含量为4.8 mg/kg,低于居住用地限值（5 mg/kg）。形态提取试验结果表明：粒径的减小可降低弱酸提取态的铬含量,增加可还原态的铬含量,而对可氧化态和残渣态的铬含量影响不大;有机质可促使弱酸提取态、可还原态的铬转化为可氧化态的铬,而残渣态的铬变化不大。稳定土中铬从活性态向较稳定态转化,是铬稳定土稳定特性和环境风险变化的根本原因。     

Global method for stability analysis of anchored slopes

Based on the global method, an approach is proposed to consider the effect of anchor reinforcement on slope stability, where equilibrium conditions are formulated in terms of the whole slip body. Anchor pre-tension is assumed to be undertaken by the whole slip body instead of individual slices, causing internal force within slope more realistic. Meanwhile, the optimization model for locating the critical slip surface is of weak nonlinearity and easy to solve using the conventional optimization procedures. The effects of anchoring orientation and position are thoroughly investigated, and interesting results are obtained.     

The global impacts of US climate policy: a model simulation using GCAM-TU and MAGICC

To assess the potential impacts of the US withdrawal from the Paris Agreement, this study applied GCAM-TU (an updated version of the Global Change Assessment Model) to simulate global and regional emission pathways of energy-related CO₂, which show that US emissions in 2100 would reduce to ?2.4?Gt, ?0.7?Gt and ?0.2?Gt under scenarios of RCP2.6, RCP3.7 and RCP4.5, respectively. Two unfavourable policy scenarios were designed, assuming a temporary delay and a complete stop for US mitigation actions after 2015. Simulations by the Model for the Assessment of Greenhouse-gas Induced Climate Change (MAGICC) indicate that the temperature increase by 2100 would rise by 0.081°C–0.161°C compared to the three original RCPs (Representative Concentration Pathways) if US emissions were kept at their 2015 levels until 2100. The probability of staying below 2°C would decrease by 6–9% even if the US resumes mitigation efforts for achieving its Nationally Determined Contribution (NDC) target after 2025. It is estimated by GCAM-TU that, without US participation, increased reduction efforts are required for the rest of the world, including developing countries, in order to achieve the 2°C goal, resulting in 18% higher global cumulative mitigation costs from 2015 to 2100.

Key policy insights

• President Trump’s climate policies, including planned withdrawal from the Paris Agreement, cast a shadow on international climate actions, and would lower the likelihood of achieving the 2°C target.

• To meet the 2°C target without the US means increased reduction efforts and mitigation costs for the rest of the world, and considerable economic burdens for major developing areas.

• Active state-, city- and enterprise-level powers should be supported to keep the emission reduction gap from further widening even with reduced mitigation efforts from the US federal government.

     

中国森林乔木林碳储量及其固碳潜力预测

加强对我国森林碳储量和固碳潜力的研究,是制定中国增汇减排政策的重要依据,对我国国际气候谈判和全面了解森林碳汇潜力具有重要作用。利用我国第七次和第八次森林资源清查中各优势树种的面积和蓄积量数据,采用IPCC材积源生物量法（volume-biomass method),估算了我国森林（乔木林）碳储量和碳密度及其分布,分析我国不同省份天然乔木林和人工乔木林碳储量龄组结构特征;建立分区域、分起源主要优势树种的单位面积蓄积-林龄Logistic生长方程,结合我国森林2020年和2030年面积蓄积增长目标,预测我国乔木林2010—2050年间碳汇潜力。结果表明：第八次清查期间中国乔木林总碳储量为6135.68 Tg,碳密度为37.28 Mg/hm ²;天然乔木林和人工乔木林的碳储量分别为5246.07 Tg和889.61 Tg,分别占总碳储量的85.50%和14.50%。到2050年,中国乔木林和新造林的总碳储量和平均碳密度将分别达到11125.76 Tg和52.52 Mg/hm ²,与2010年相比分别增加81%和41%。分析结果表明中国乔木林有很大的碳汇潜力,将在应对和减缓全球气候变化中发挥重要作用。     

长期稳定河口流路方案评价

分析了长期稳定黄河河口流路的必要性及可行性,阐明了长期稳定流路的思路,对比评价了几条方案,提出了流路安排建议。     

土钉墙钉长确定和整体稳定性

土钉作为一种新型的挡土技术,已广泛地应用于边坡加固和基坑围护,但目前存在着土钉设计理论落后于实践的局面。本文就土钉的长度计算问题,结合目前土钉设计情况,谈谈如何就整体稳定性安全系数来确定土钉长度,使之既安全又合理。     

CHANNEL EROSION DAMAGES AND PROTECTION MEASURES IN SOUTHEAST ARIZONA

1INTRODUCTIONThesouthwesternregionoftheUnitedStates,includingSoutheastArizona,ischaracterizedbyasemiaridclimatewithhotsummers,mildwinters,andephemeralstreamsdrainingsparselyvegetatedareas.ChannelmorphologyoftheephemeralstreamsinSoutheastArizonaisinfluencedbybothlateralandverticalchannelchangesoccurringduringmajorfloods.Lateralchannelchangesoccurinthreewaysbankerosion,meandermigration,andchannelavulsion.Verticalchannelchangesinclude,beddegradationoraggradation,andmayoccurseparatelyorinco…     

Multiple decision-making criteria in the transport and burial of hazardous and radioactive wastes

We evaluate the application of various statistical measures for the identification of optimal financial strategies in environmental projects that may be burdened by the consequences of low-probability, high-cost events. Our particular application lies in the area of transport and burial of hazardous and radioactive wastes but our approach applies to a wide range of problems where the utility structure is of the form of gains minus losses, and where limited and/or catastrophic failures may be encountered. We utilize four statistical measures, the expected value, variance, volatility and cumulative probability to compare the outcomes of limited and catastrophic spills. The maximum expected monetary value which is frequently used in the environmental and gas and oil industries as the sole criterion for the selection of optimum actions is seen to lead to erroneous decisions and fails to unambiguously differentiate the economic consequences of limited and catastrophic failures in a project. We demonstrate that unwarranted inclusion of catastrophic scenarios into the decision-making analysis can substantially alter the perspective of a project and guide a corporation away from an investment that could be profitable even under a limited liability case. We conclude by providing a decision-making procedure for cases where the probabilities associated with future events and/or the monetary returns are characterized not by sharp estimates but rather are represented by a range of values.     

全球温升1.5℃和2.0℃情景下中国降雨诱发地质灾害危险性和人口暴露度评估研究

气候变化情景下极端降水事件的频次和强度预估呈增加趋势,这会导致全球部分地区极端降雨诱发地质灾害风险的增加。本文基于中国降雨诱发地质灾害易发性模型和不同地貌分区的累积事件降雨量-降雨历时阈值曲线,采用最新的CMIP6全球气候模式多模式集合结果,基于全球温升目标情景的视角,从地质灾害空间易发性和发生频次两方面,探讨温升情景下中国地质灾害危险性的可能变化及其对暴露人口的潜在影响。结果表明,CMIP6多模式集合预估的多年平均降水在温升1.5℃和2.0℃情景下相比基准时期可能增加5.4%～9.5%,导致中等至极高地质灾害易发区范围预估增加0.33%～0.74%,由于预估的极端降水事件增加,地质灾害发生频次预估增加7.0%～11.2%,进一步综合未来人口空间分布,潜在地质灾害暴露人口可能增加6.20亿人次（18.90%）和4.26亿人次（12.97%）。各地貌分区未来情景下地质灾害危险性预估增加且存在显著的空间异质性,温升2.0℃情景下中等至极高易发性范围相比基准时期增加0.71%～1.28%,地质灾害发生频次预估增加1.2%～15.6%,其中,青藏高原区地质灾害危险性增加最明显。综合考虑未来人口...