菱形藻株系MD1的脂肪酸组成及其在NaHCO3、NaCl和pH值影响下的生长特征

研究了具有嗜碱特性的菱形藻Nitzschia sp.(MD1)株系的脂肪酸组分、含量以及不同NaHCO3、NaCl和pH值水平下对其生长的影响.GC-MS测定结果显示,在NaHCO3浓度为0.2mol·L-1、NaCl浓度为30g·L-1、初始pH值为9.5时,MD1的EPA含量占干重的3.02%,占总脂肪酸的比例为17.93%.生长测定结果表明,MD1具有极强的耐碱能力,其生长适宜的NaHCO3浓度为0.1-0.2mol·L-1,在0.3mol·L-1的NaHCO3浓度下仍能良好生长;MD1最适的起始pH值范围为7.5-9.5,其生长速率在pH7.5与pH9.5之间没有显著性差异(P>0.05),可以耐受pH值为11.5的高碱性环境并保持较好的生长;MD1显示广盐适应性,NaCl浓度在0g·L-1时获得最大比生长速率,在30-40g·L-1时对其生长没有显著影响(P>0.05),在NaCl浓度30g·L-1、pH 8.5-9.5及NaHCO3 0.2mol·L-1时,获得了最大比生长速率0.56d-1.由此可见,MD1可望具有进行大规模培养开发EPA的前景.     

北部湾大头白姑鱼生长特性及群体组成

利用2006年7月~2007年12月北部湾商业捕捞底拖网和流刺网渔获物中采集的样本,通过矢耳石研磨和生长轮观察,初步研究了北部湾大头白姑鱼的年龄与生长特性,并对其渔业生物学特征进行了分析。结果表明,北部湾大头白姑鱼优势体长145~185 mm,占69.7%;优势体重为80~200 g,占69.2%;年龄组成为当龄鱼~Ⅵ龄鱼,以Ⅰ龄鱼与Ⅱ龄与为主,分别占24.60%和50.96%;样本的雌雄性比为1.05∶1,繁殖期性比为1.13∶1。利用最大似然法估计von Bertalanffy、Logistic和Gompertz生长方程的生长参数,ARSS检验表明雌雄生长差异不显著,AIC和BIC检验得出von Bertalanffy生长方程为最适生长模型。主要参数分别为:L∞=229.95 mm,K=0.408,t0=-0.962;体重的生长拐点为1.753龄。     

黄土丘陵区高效节水灌溉技术研究

以延安黄陵县店头镇4813亩农田实施高效节水过程为例,针对项目区传统的大水漫灌、串灌等方法,选择8座集水井作为实施高效节水的水源工程,对高效节水灌溉技术进行探讨,通过推广节水灌溉技术,可进一步提高农田灌溉建筑物的配套率,有效地改善农业生产条件,实现传统农业向现代农业的转变.对更新农民的用水观念,科学用水是必然的选择.     

碎软煤层顶板梳状长钻孔水力压裂区域瓦斯高效抽采模式

瓦斯区域超前治理是实现煤矿安全、高效及智能化开采的重要保障,针对碎软煤层区域瓦斯高效抽采难题,以陕西韩城矿区3号煤层为研究对象,提出井下煤层顶板梳状长钻孔水力压裂区域瓦斯抽采模式。采用理论分析、数值模拟和现场试验等多手段相结合的方法,验证模式适用性,阐明紧邻煤层顶板梳状钻孔压裂裂缝延展规律、抽采机理和压裂曲线特征,进而建立适用于500 m孔深的集地质条件动态分析、分段水力压裂、封隔器遇阻解卡和压裂范围连续探查于一体的顶板梳状长钻孔裸眼分段水力压裂关键技术体系,实现煤层顶板梳状钻孔主孔轨迹距离煤层5 m左右、多段均匀压裂、压裂范围全孔监测和孔内事故高效处理。以此为基础,在韩城桑树坪二号井开展2孔次的工程实践：压裂主孔深度588 m、距3号煤层2 m左右,单孔压裂6段,压裂范围探查深度381 m、压裂影响半径20 m以上;压裂后,钻孔抽采瓦斯平均体积分数40%以上、瓦斯抽采量1 m3/min以上,抽采效果是常规钻孔的4倍,120 d瓦斯抽采有效半径可达9 m,实现了碎软煤层瓦斯区域高效抽采。并提出了适用于碎软煤层大区域瓦斯抽采以及高瓦斯压力碎软强突煤层远程区域抽采卸压等规模化应用技术思路。     

岩体裂隙等效水力隙宽的统计确定方法

针对天然裂隙岩体等效水力隙宽确定的复杂性,利用平行板水流的立方定律及流量等效原理,推导出光滑平行板单裂隙的等效水力隙宽公式,同时对隙宽分布的频率特性进行了探讨,认为非均匀隙宽单裂隙的等效水力隙宽可近似取40%频率的隙宽,或取隙宽的几何平均值与调和平均值的算术平均值.     

隔震建筑结构的强震观测与初步分析

福建省防灾减灾隔震大楼自2005年8月架设强震观测结构台阵以来,已多次记录到大楼地震动力反应,这些宝贵的结构反应资料对于评价隔震效果、分析结构反应特性具有十分重要的价值。本文从中选取了震级在3.7~7.6、震中距在189~3 595km的24次地震的台阵资料,对大楼的振动特性和隔震效果进行了初步分析,得到的结论是:(1)大楼场地土层的特征周期在0.63~0.68 s;(2)中心大楼在小地震作用下表现的振动卓越频率分别为4.7Hz(垂直向)、1.31Hz(南北向)、1.40Hz(东西向),大楼水平向第一阶振型的频率分别为1.41Hz(南北向)、1.59Hz(东西向),即自振周期为0.70 s(南北向)、0.63 s(东西向);(3)大楼在小地震时隔震效果不明显,其南北向隔震效果比东西向好;随着地下室记录峰值的增大,顶层放大倍数有所降低,大楼卓越频率也有所降低;(4)初步分析表明大楼在小震时仍有扭转效应,其扭转周期为0.5 s,有待进一步分析。     

Damping characteristics of friction damped braced frame and its effectiveness in the mega-sub controlled structure system

Based on energy dissipation and structural control principle, a new structural configuration, called the mega- sub controlled structure (MSCS) with friction damped braces (FDBs), is first presented. Meanwhile, to calculate the damping coefficient in the slipping state a new analytical method is proposed. The damping characteristics of one-storey friction damped braced frame (FDBF) are investigated, and the influence of the structural parameters on the energy dissipation and the practical engineering design are discussed. The nonlinear dynamic equations and the analytical model of the MSCS with FDBs are established. Three building structures with different structural configurations, which were designed with reference to the conventional mega-sub structures such as used in Tokyo City Hall, are comparatively investigated. The results illustrate that the structure presented in the paper has excellent dynamic properties and satisfactory control effectiveness.     

饱和砂性土流变模型的试验研究

正确合理的土体本构模型确定是地面沉降模拟的关键之一。上海和江苏地区多年来野外分层标的实际观测资料表明该区含水层系统砂层变形具有流变特征,表现出变形滞后于含水层水位变化的现象。本文基于粘弹性理论,选取了常州含水层系统原状砂性土样进行单轴压缩试验,分析了砂性土流变荷载曲线,并选择现有的相关本构模型进行识别,从而确定能更好反映研究区土体变形规律的流变模型。结果表明,研究区砂性土可采用Burgers模型进行描述,反演获得的4个流变参数随荷载的增加表现出一定的规律性。     

接触角度对黄土-三趾马红土界面剪切力学特性影响研究

西北黄土高原第四系黄土广泛沉积于新近系三趾马红土之上形成粗糙接触的异质土界面,为典型的易滑层面.为探讨接触界面粗糙度对黄土-三趾马红土界面剪切力学特性影响,研制界面制样装置及剪切仪,开展简化黄土-三趾马红土界面直剪试验研究.结果表明:界面剪切破坏模式有齿间滑动、齿间滑动-齿面剪断、齿面剪断3种,界面接触角度越大,破坏模...     

Hydrodynamic characteristics and sediment transport of a tidal river under influence of wading engineering groups

By taking the Yong River for example in this paper, based on the multiple measured data during 1957 to 2009, the change process of runoff, tide feature, tidal wave, tidal influx and sediment transport are analyzed. Then a mathematical model is used to reveal the influence mechanism on hydrodynamic characteristics and sediment transport of the wading engineering groups such as a tide gate, a breakwater, reservoirs, bridges and wharves, which were built in different periods. The results showed the hydrodynamic characteristics and sediment transport of the Yong River changed obviously due to the wading engineering groups. The tide gate induced deformation of the tidal wave, obvious reduction of the tidal influx and weakness of the tidal dynamic, decrease of the sediment yield of flood and ebb tide and channel deposition. The breakwater blocked estuarine entrances, resulting in the change of the tidal current and the reduction of the tidal influx in the estuarine area. The large-scale reservoirs gradually made the decrease of the Yong River runoff. The bridge and wharf groups took up cross-section areas, the cumulative affection of which caused the increase of tidal level in the tidal river.