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181.
CHEN Qu 《地下水科学与工程》2014,2(2):54-61
Climate change issues has been discussed and argued for decades. It has been widely recognized that climate change will bring more serious issues to environment vulnerable areas than other areas. Southern Australia is one of the typical examples of vulnerable areas where water deficiency is enhanced by climate change. Although, this area has been successfully adapted with drought environment for decades, those shortcomings of strategies are highlighted by climate change events. In the interests of sustainable water management, Southern Australia’s experiences on possible anticipatory adaptation approaches, especially on mitigation of risks and costs of drought could be expected to provide recommendations to planning and management actions in the future 相似文献
182.
洞庭湖周边地区第四纪红土粒度特征及环境意义 总被引:4,自引:1,他引:3
第四纪风成红土广泛分布于中国南方,与北方的黄土同为反映第四纪古环境的重要载体。基于洞庭湖周边地区10 处剖面122 个红土样品的粒度分析,对该区红土沉积特征及其反映的环境意义进行探讨。结果显示:①样品均以粉砂(4~63 μm)为优势粒级,其次为粘粒(<4 μm),砂含量很少,并富集“风尘基本粒级”(10~50 μm),含量达33.23%~42.23%,粒度特征与典型的黄土、下蜀黄土、加积型红土样品相似,显著不同于湘潭洪冲积红土,也区别于本区砂岩风化壳红土,表明洞庭湖西、南、东缘丘陵岗地存在风成堆积成因的中亚热带风成加积型红土。② 黄棕色土、网纹黄棕色土、均质红土、网纹红土等4 类样品的粘粒含量由高到低的排序是网纹红土 >均质红土 >网纹黄棕色土>黄棕色土;粉砂含量由高到低的排序正好相反。结合粒度参数推测,黄棕色土发育时期,沉积作用增强,粒度变粗,分选性较好;网纹红土发育时期,沉积作用较弱,风化成壤作用强,细颗粒含量增多,分选性相对较差。这可能反映了洞庭湖地区中更新世至晚更新世冬季风加强,风化减弱的气候变化过程。③ 沿冬季风主导风向(偏北风),洞庭湖周边地区红土的Mφ、Md值(φ值)自北向南增大(变细),风成组分(10~63 μm)百分含量随之减少,<2 μm组分百分含量自北向南略有增加。这种趋势提供了组成该地区加积型红土的粉尘由偏北向南传输的风成证据和母质风化程度向南增强的环境信息。 相似文献
183.
184.
基于震情会商实时异常分类记录的综合异常指数研究 总被引:2,自引:1,他引:1
为进行异常特征或异常判据的定量分析,在多种预测手段(方法)的异常隶属度转换的基础上生成单项异常指数时间序列,再通过将多种预测手段(方法)单项异常指数时间序列逐时段累加取均值,得到综合异常指数时间序列,实现前兆信息的定量化。研究中根据新疆台站分布、历史地震及地震构造背景等,选定7个研究区进行应用研究。各研究区综合异常指数时间进程曲线分析表明,台站相对密集的北天山3个研究区综合异常指数在中等地震前出现较明显的短期异常,而台站相对稀疏的南天山地区几个研究区除柯坪块体的阿克苏-乌什-阿合奇地区的综合异常指数在巴楚-伽师6.8级地震前出现明显的短期异常外,其它地区综合异常指数时间进程曲线稳定性及异常对应效果较差。 相似文献
185.
This paper presents an experimental investigation on semi-active seismic response control of a multistory building with a podium structure using multiple magnetorheological (MR) dampers manipulated by a logic control algorithm. The experiments are performed in three phases on a seismic simulator with a slender 12-story building model representing a multi-story building and a relatively stiff 3-story building model typifying a podium structure. The first phase of the investigation is to assess control performance of using three MR dampers to link the 3-story building to the 12-story building, in which seismic responses of the controlled two buildings are compared with those of the two buildings without any connection and with rigid connection. The second phase is to investigate reliability of the semi-active control system and robustness of the logic control algorithm when 2 out of 3 MR dampers fail and when the electricity supply to MR dampers is completely stopped. The last phase is to examine sensitivity of semi-active control performance of two buildings to change in ground excitation. The experimental results show that multiple MR dampers with the logic control algorithm can achieve a significant reduction in seismic responses of both buildings. The proposed semi-active control system is of high reliability and good robustness. 相似文献
186.
The goal of all time laboratories’ pursue is to produce and keep a stable, precise and reliable time scale. The long-term stability of the time scale is mainly taken into account in the traditional ALGOS algorithm, while the local atomic time scale should give consideration to both the long-term and shortterm stabilities. From the analysis and research on the atomic clock noise model and under the condition that the long-term stability of the local atomic time scale does not drop, a complete algorithm is proposed which is suitable for the calculation of the local time scale TA (NTSC) carried out at the time laboratory with the time-keeping clocks of a unitary type and being close in performance at the National Time Service Center, called the NTSC for short, of Chinese Academy of Sciences. The data of all the clocks in the NTSC which participated in the calculation of the International Atomic Time (TAI) all the year round in 2008 are applied to the test and verification of the new algorithm, with the result showing that both the short- and long-term stability indexes of the obtained TA (NTSC) are improved. The research result is suitable for the calculation of the atomic time scale of the time laboratory whose time keeping system is similar to that of the NTSC. 相似文献
187.
采用响应面法对1株高产琼胶酶的印度尼西亚热泉菌Bacillus sp. BI-3的发酵条件进行优化。首先以温度、pH、不同碳源、不同氮源、不同金属离子及接种量作为唯一变量进行单因素实验, 筛选出对酶活有显著影响的单因素取值范围; 参考单因素实验结果, 采用Plackett-Burman实验设计筛选出影响酶活主要因素, 再利用Box-Behnken设计及响应面分析法进行回归分析以确定最佳发酵条件。结果表明, D-甘露糖、氯化锶和氯化钙与酶活存在着显著的相关性, 通过求解回归方程得到Bacillus sp. BI-3的发酵条件系统优化的结果为: 酵母粉0.3%、D-甘露糖0.66%、蛋白胨0.6%、氯化钙7.21mmol/L、氯化锶6.00mmol/L、氯化钠添加量6‰、培养温度为55℃、接种量1%、初始pH 6.0, 优化后发酵上清液的酶活达到6.0U/mL, 比优化前提高了2.4倍。 相似文献
188.
为对南极菌Psychrobacter sp.B-3产胞外糖的发酵条件进行优化,以温度、pH、不同碳源、不同氮源、不同金属离子及海水配比作为唯一变量进行单因素实验,筛选出对产糖有显著影响的单因素取值范围;在此基础上,利用Plackett-Burman实验设计筛选出影响产多糖的3个主要因素,即酵母粉、陈海水配比和装液量.然后通过Box-Behnken实验设计及响应面分析法进行回归分析,得出了南极菌Psychrobacter sp.B-3发酵条件系统优化的结果为:酵母粉1.1 g/L,陈海水与自来水的配比为2:1,装液量为50%,蛋白胨6.0 g/L,接种量1.5%,培养时间64 h,BaCl20.03 g/L,温度10℃,转速150 r/min,pH为7.0.优化后发酵液中的糖含量由优化前的444 μg/mL提高到624 μg/mL,相比初始糖产量提高了40%.结果表明,响应面法可显著优化南极菌Psychrobacter sp.B-3液体发酵产胞外糖的条件. 相似文献
189.
在6条野外实测剖面和38条收集剖面的基础上, 通过剖面的岩石组合特征及样品的元素地球化学分析, 对中国东北地区晚二叠世的沉积环境和古地理特征进行了研究。结果显示, 东北地区上二叠统样品常量元素具有高Si、Al, 低P、Mn、Ca的特点;微量元素具有高V、Rb、Zr、Ba, 低Be、Mo、Cd、Ta和U的特点;稀土元素表现为轻、重稀土分异显著, 轻稀土相对富集, Eu负异常的特征。沉积环境主体为陆相淡水还原环境;存在北部、东部和西部3个物源, 其中北部和东部为主要物源方向;发育三角洲相、扇三角洲相和湖泊相沉积。此外, 林西组底部样品在常量、微量及稀土元素的异常和杨家沟组底部大量碳酸盐岩砾石的出现, 说明晚二叠世初期局部有海侵发生。中国东北地区晚二叠世沉积初期为海陆交互环境, 主体为陆相湖泊沉积环境。 相似文献
190.
The Cheng-Lan railway links Chengdu, a central city in Southwestern China, and Lanzhou, a central city in Northwestern China. The railway passes through the Longmenshan fault zone (Wenchuan earthquake happened there on May 12, 2008), Minjiang fault zone, and Dongkunlun fault zone, which are all active. It runs over the Yangtze River and the Yellow River, and crosses high mountains and deep valleys. There exists, along the railway’s alignment, different kinds of strata of hard granite and soft, weak metamorphic rocks such as carbonaceous slate, schist, and phyllite. It is, therefore, a key issue for such an infrastructure construction to assess the engineering geological conditions and risks, so as to mitigate or avoid possible georisks and to offer optional designs. Geological survey and georisk assessment along the railway corridor are carried out. Special attention is given to active faults, earthquakes and seismic zones. Based on these, discussions about geological aspects for route selection of the railway are conducted and countermeasures for georisk control are proposed accordingly. Main conclusions are achieved as follows: (1) Geohazards such as landslides, rockfalls and debries flows dominate both the route selection of the railway and the engineering structures (e.g., tunnels or bridges) adopted; (2) Tunnel has been proved to be an excellent structure for linear engineering in geologically active area; and (3) In the case where avoiding is impractical, necessary protection measures should be taken to engineering slopes in high earthquake intensity areas, especially the area with earthquake of Ms. 8 or greater. 相似文献