Precious coral fisheries management in Taiwan—Past,present & future

Taiwan used to have the biggest precious coral fisheries industry in the world. However, due to changes in the fishery, including increased fishing restrictions and the replacement of obsolete vessels, the scale of the industry had been gradually reduced since 1979. Unfortunately, the initiative proved to be poorly managed and resulted in an increase in illegal, unreported and unregulated (IUU) coral fishing. This forced the government to review and amend the precious coral fisheries management regulations, which had been in place for decades. The Taiwanese government introduced stringent monitoring, control and surveillance (MCS) management methods, already used in deep water fisheries, as a precautionary approach. At the same time, an investigation and evaluation of existing resources was carried out. Together, these initiatives were introduced in order to encourage the domestic industry to adopt the concept of ecosystem-based fishery management.     

pH对4种鲷鱼精子活力的影响

用不同 ｐＨ 的海水对真鲷（Ｐａｇｒｏｓｏｍ ｕｓ ｍ ａｊｏｒ）、平鲷（Ｒｈａｂｄｏｓａｒｇｕｓ ｓａｒｂａ）、黑鲷（Ｓｐａｒｕｓｍ ａｃｒｏｃｅｐｈａｌｕｓ）和黄鳍鲷（Ｓ．ｌａｔｕｓ）精子进行激活实验。结果表明,四种鲷鱼精子对ｐＨ 的适应范围较广,其最适ｐＨ 值与其生态习性相关。     

EOS/MODIS数据在广西甘蔗种植信息提取及面积估算的应用

通过计算广西区域多时相MODIS-NDVI值,结合GPS选定甘蔗样本训练区多时相NDVI值变化曲线,以及甘蔗生长周期长达8个月至1年以上,蔗糖生产期间甘蔗面积逐渐递减的特性,采用最大似然法提取非样本训练区甘蔗种植信息,最终实现广西区域的甘蔗种植空间分布遥感信息的提取。经对遥感影像图甘蔗连片种植区域、零散点种植区与GPS实地定位调查比较,结果表明广西区域甘蔗种植信息遥感监测与实况相符。在此基础上,对广西区域甘蔗种植面积估算面积进行初步统计,精度达到90%以上。     

Grain-size distribution characteristics of red sandy sediments in Dongjiang River valley, southern Nanling Mountains, during the MIS2 stage

Layer LJ3 of Linjiang stratigraphic section in Dongjiang River valley in the south of the Nanling Mountains is a set of red sandy sediments.Measured by thermoluminescence(TL) dating,it was found to be formed in MIS2-9,500 ± 800 yr to 19,600 ± 1,800 yr B.P.After analy-sis of the grain sizes of the 16 samples(LJ3-100 to LJ3-85) in this layer,it was discovered that(1) The contents of each grain group in dif-ferent samples are similar.(2) The values of Md,Mz,,Sk,and Kg vary from LJ3-100 to LJ3-85 in a narrow range.(3) The segments of each sample in the accumulative curves extend parallel with similar slopes.All the three aspects reveal the Aeolian characteristics of Layer LJ3.Therefore,it is thought that Layer LJ3 consists of red sandy sediments formed in MIS2 in the south of Nanling Mountain,which reflects the arid climate at that time.     

侵蚀基准面下降对水系发育与产沙影响的实验研究

在3556mm/hr·cm²定雨强的人工降雨条件下,组成物质中径为0.021mm,侵蚀基准面两次下降的流域发育对比实验表明,水系发育以增加河道(沟道)数目及流域出口段河道下切、溯源侵蚀延伸长度两种方式进行最小消能,产沙过程具有明显的复杂响应特征。流域侵蚀产沙与水系分形维数间存在显著的非线性特征,分数维值与产沙量间呈不对称双曲线的关系。侵蚀基面下降导致流域势能的相对增大,在消能过程中,第一次基面下降带来的影响比第二次基面下降带来的影响要显著,在空间上,其影响随远离流域出口而减弱     

On the behavior of the cured electroosmotic chemical treated clay

Followed the proposed ECT procedure that was the injection of 0.75 M CaCl₂ solution for 72 h, then 1.5 M KOH solution for 48 h, then sodium silicate solution for 72 h and then deionized water for 168 h, the clay strength can be improved from anode to cathode entirely. To further improve the clay strength, curing the sample for different periods and applying electric field over the sample were studied. The cone resistance, water content, pH value, Ca²⁺ concentration and the XRD pattern were tested or analyzed in each test. Results show that injection of deionized water was a key phase to produce a full improvement of the treated clay, which cannot be replaced by the application of an electric field only and without injecting water. Curing the treated clay after injecting deionized water can yield a higher clay strength in the cathode area significantly due to pozzolanic reaction but produce a lower clay strength in the anode area because the formed NaOH decomposed the gel structure of the sodium silicate solution. To obtain a better strength after injection of deionized water for 168 h, the treated clay had to be cured for about 28 days, along with a dry anode compartment.

     

大跨斜拉桥桥面风致抖振的粘滞阻尼控制分析

现代大跨度斜拉桥结构重量轻、阻尼小,因而对风的作用比较敏感。紊流风诱发桥梁过大的抖振响应会危及行车、行人的舒适和安全。本文利用有限元软件ANSYS,以山东滨州黄河公路大桥为例建立了大跨斜拉桥三维空间有限元模型,在全桥动力特性分析的基础上,利用混合自回归模型模拟桥梁脉动风荷载,并进行了自激力的时域化处理,重点分析了桥面侧向抖振响应;通过对粘滞阻尼器力学特性的分析,提出了在桥塔和主梁之间安装与桥面成45°的粘滞阻尼器来控制桥面侧向抖振响应的方案,并分析了不同阻尼系数时的控制效率。研究结果表明:在侧向风力的强迫作用下,桥面侧向抖振响应不可忽视;粘滞阻尼器控制下,桥面抖振响应显著减小,各主要构件内力均无明显增加,且随着阻尼系数的增大,减振效率显著增大,阻尼器的出力也增大,但当阻尼系数达到一定值后,减振效率的增大趋于平缓,存在一个经济合理的最优值。     

电磁驱动AMD系统控制结构地震响应的振动台试验

本文在此前一系列有关新型电磁驱动AMD控制系统力学建模、性能试验和控制策略研究的基础上,进行了结构地震响应控制的小型振动台试验研究。首先,针对配置了电磁驱动AMD控制系统的Quanser标准两层剪切型框架结构模型,建立了无控计算模型,通过正弦扫频试验验证了模型参数,从而为结构振动主动控制试验研究提供了准确的被控对象模型;其次,设计了电磁驱动AMD控制系统基于极点配置控制算法的试验控制策略和状态观测器,通过数值分析验证了状态观测器估计结果的准确性;最后,在完成以上各项准备工作的基础上,分别对结构输入了典型Benchm ark标准地震动,进行振动台试验,试验结果表明电磁驱动AMD控制系统对结构的地震响应具有显著的控制效果,验证了该新型系统应用于结构振动控制的有效性和可行性。     

钢筋混凝土框架结构体系抗震可靠度及其抗力衰减影响分析

结构体系可靠度分析面临的主要问题是失效模式多,但通过pushover分析方法在一定情况下可以得到结构的最弱失效模式。本文将结构体系抗力等效为与结构特定损伤状况相关的结构的顶点位移,结构的地震作用效应由pushover分析及能力谱法求得。考虑结构体系抗力随机性的主要影响因素以及地震作用的随机性,分别求得了结构抗力及地震作用效应的概率分布参数,通过一次二阶矩方法求得了结构体系可靠度,并进一步研究了结构层数变化及耐久性退化因素对结构体系可靠度的影响。研究发现,结构体系的抗震可靠度水平随着结构层数的增加有减小的趋势,结构体系的抗震可靠度水平随着结构使用期增加而降低,降低幅度与薄弱层个数有关,薄弱层越多,降低幅度越大。