2种江蓠藻体切段的再生

初步研究了细基江蓠繁枝变种（Ｇ． ｔｅｎｕｉｓｔｉｐｉｔａｔａ ｖａｒ． ｌｉｕｉ）和细基江蓠（Ｇ． ｔｅｎｕｉｓｔｉｐｉｔａｔａ）切段培养的适宜培养基及其切段的再生特点。在此基础上,还研究了几种植物生长调节剂对江蓠藻体切段再生的影响。研究表明,江蓠藻体在改良ＰＥＳ培养基中生长良好。两种藻体的外皮层细胞均可产生长成新枝的生长点,并且表现出相同的再生极性。无论细基江蓠繁枝变种还是细基江蓠的切段都是在形态学上端切口处产生新枝,下端不再生;带分枝的切段,其分枝断口处亦可再生新枝。适宜的植物生长调节剂可明显促进藻体芽的产生和生长。１ ｍ ｇ／ ＬＢＡ 明显促进细基江蓠繁枝变种切段的再生,２ ｍ ｇ／ Ｌ ＢＡ＋ ０．５ ｍ ｇ／Ｌ ＮＡＡ 显著促进细基江蓠切段的再生     

Optimal design of inerter systems for the force-transmission suppression of oscillating structures

When dealing with the oscillations of fixed-base structures or machine s induced by external forces,suppre ssing the vibrational impact on the adjacent structures and the environment helps to maintain the structural durability and ensure the users ’ comfort level.This study proposed an inerter-based optimal solution to suppress the vibrational forces and energy transmitted to the suppo rting ground by utilizing the great potential of the inerter.For the exte rnal fo rce,which contains various fr...     

地基微波辐射计探测在黄河上游人工增雨中的应用

利用2003、2004年夏秋季在青海省河南县的地基双频段微波辐射计连续观测资料,在实施系统探测实验以进行辐射亮温值(TB(23.87),TB(31.65))与大气汽态总水汽含量(Q)和云中积分液态水含量(L)值反演处理的基础上,分析了黄河上游河曲地区的云水特征,并进行了降水预测及人工增雨作业指标的探讨。结果表明:在黄河上游河曲地区,7—9月纯晴天无云天气条件下,L值基本为0,表明了统计回归反演的显著性。多云条件下Q值和L值分别在3.76~4.75g·cm-2、227.34~859.42g·m-2的范围内。可降水云天气,Q值在5.23~8.65g·cm-2间,L值在421.18~1016.37g·m-2的范围内;积雨云个例分析表明,在降雨开始前近5小时的降雨酝酿期内,Q及L的增加有明显的波动,但在对流云出现并发展时,Q和L总是急剧上升,在降雨前达到一峰值;由河南站和西安站的Q、L值比较差异可以看出,Q、L值受水汽输送、地形等因素的影响,黄河上游河曲地区的人工增雨潜力有显著的优势;所计算出的降水预测阈值,可作为该地区人工增雨作业指标的参考。     

莒县长岭镇整合矿产资源促进矿业经济可持续发展

日照市莒县长岭镇走规模化、集约化经营之路,使该镇一度陷入低谷的砖瓦产业重新焕发生机,一度外流的投资业户重新归来。截至目前,全镇砖瓦厂已发展到30余处,形成年消耗页岩粘土60万m3,年产砖瓦4.2亿片(块)的生产能力。产品畅销省内外,甚至国外,年产值过亿元,仅此一项税收就占全     

关于城市间基础地理信息共享有关问题的探讨

1城市基础地理信息共享的必要性20世纪90年代以来,随着航天技术、激光技术、遥感技术和计算机技术的快速发展,测绘领域发生了深刻的变革。它的主要标志是全球定位系统(GPS)、地理信息系统(GIS)、遥感(RS)等得到广泛应用,传统的测绘技术基本被取代,测绘产品步入数字化时代。在大     

关于城镇基准地价更新的思考

1基准地价更新技术途径基准地价更新是在土地定级或划分均质区域的基础上,用土地收益、市场交易的样点地价及地价指数等来重新确定各类用途土地在现状利用条件下于特定基准日的土地使用权平均价格。基准地价定期更新,既保持了基准地价的现势性,又能充分发挥基准地价在土地市场和土地资产管理中的重要作用。基准地价更新要严格按照国土资源部《城镇土地分等定级规程》、《城镇土地估价规程》、《中华人民共和国土地管理法》为主要技术依据,在借鉴国内已有的城市基准地价更新经验的基础上,从该地区实际情况出发,充分利用已有的土地定级估价、…     

Mechanism of collision model for bedload transport

The current study introduces a new particle–particle collision model as well as a classical particle–wall collision model to simulate the process of bedload transport. Large eddy simulation and two-way coupling Lagrangian point–particle models also are applied. Flow conditions for all simulations are done based on previous experiments and four comparison cases are studied. The bedload function result obtained using this model agrees with the previous studies, which proves that the model is reasonable and effective in dealing with bedload transport in turbulent flow. Otherwise, failure to consider the particle–particle collision, Basset force, or Saffman lift force in the model lead to underestimating the bedload transport rate.     

底摩擦重力试验在倾倒变形岩体稳定性研究中的应用

底摩擦重力试验(底摩擦试验)是利用相似理论分析原理,将研究原形按几何比例和各种物理力学参数,制作相似模型及确定相应的边界条件。然后按照相似边界条件进行加载试验,再现曾经发生过或今后将会出现的物理力学现象,进而了解其发展演化规律及其对工程的影响。澜沧江某水电站坝肩主要为典型的倾倒变形岩体,为探讨倾倒变形岩体在天然重力场条件的变形破裂发展趋势。试验采用模拟重力场条件的岩体底摩擦模型试验技术模拟分析岩体倾倒变形进一步发展演变过程及特征。     

骨架矿物—粘土矿物碱耗协同效应研究

选择了克拉玛依油田二中区Ｔ２ｋ１砂砾岩储层中的六种储层矿物,石英,正长石,微斜长石,Ｃａ－蒙脱石,高岭石,伊利石。在不同的条件下研究了这六种矿物的碱耗量,还研究骨架矿物与粘土矿物按照一定的质量配比而成的复配矿物的碱耗量,探讨了矿物碱耗的协同效应,结果表明单矿物的碱耗序列为,蒙脱石（Ｓ）〉高岭石（Ｋ）〉伊利石（Ｉ）〉微斜长石（Ｍ）〉石英（Ｑ）〉正长石（Ｊ）,复配物的碱耗总体上受粘土矿物控制,尤其是蒙     

Deformation Mechanism and Stability of a Rocky Slope

A high slope is located on the side of the spillway at a hydropower station in Southwest China, which has some weak inter-layers inclining outwards. Parts of the slope show heavy weathering and unloading. There appeared deformation and tensile crack either on the surface or on the afteredge of the slope during excavation, and under a platform （elev. 488 m）, two levels of slopes collapsed on the downriver side. Based on the investigation in situ and the analysis of the geological structure, the conceptual model of deformation and failure mechanism was erected for this slope. Furthermore, the deformation characteristics were studied with FLAC^3D numerical simulation. Comprehensive analysis shows that the whole deformation of the slope is unloading rebound in certain depth scope and the whole body does not slide along any weak interlayer. In addition, two parts with prominent local deformation in the shallow layer of the slope show the models of ＂creep sfiding-tensile cracking＂ and ＂slidlng-tensile cracking＂, respectively. Based on the above analysis, the corresponding project of support and reinforcement is proposed to make the slope more stable.