Age-related changes of leaf traits and stoichiometry in an alpine shrub (<Emphasis Type="Italic">Rhododendron agglutinatum</Emphasis>) along altitudinal gradient

Leaf morphological and stoichiometric characteristics are considered to represent both the interior inheritable characters in the plant and its adaptations to specific exterior environments. Rhododendron agglutinatum, an evergreen alpine shrub species, occupies a wide range of habitats above timberline in the Miyaluo Natural Reserve, southwestern China. Along an altitudinal gradient ranging from 3700 to 4150 m, we measured leaf morphological characters including leaf dry matter content (LDMC), leaf dry mass per unit area (LMA), and one leaf area (OLA), as well as carbon (C) and nutrient (N, P) contents in leaves of three different age groups (juvenile leaves, mature leaves and senescent leaves). We also calculated the stoichiometric relationships among carbon and nutrients (C/N, C/P and N/P). Results showed that both age and altitude affected the leaf morphological and stoichiometric properties of R. agglutinatum. Mature leaves possessed the highest LDMC, LMA and C contents both on a dry mass basis and on a unit area basis. Younger leaves possessed higher contents of nutrients. OLA as well as ratios between carbon and nutrients (C/N, C/P) increased with ages. Juvenile leaves possessed lowest ratio between nitrogen and phosphorus. In juvenile leaves, nutrients increased with altitudinal elevation, whereas other traits decreased. In mature leaves, nutrients and their ratios with carbon showed consistent trends with juvenile leaves along increasing altitude, whereas LMA and carbon on a unit area basis showed opposite trends with juvenile leaves along increasing altitude. In senescent leaves, only content of phosphorus on a unit area basis and N/P were found linearly correlated with altitude. Our results demonstrated a clear pattern of nutrient distribution with aging process in leaves and indicated that a high possibility of N limitation in this region. We also concluded that younger leaves could be more sensitive to climate changes due to a greater altitudinal influence on the leaf traits in younger leaves than those in elder leaves.     

3S在耕地保护动态监管中的关键技术研究

随着3S技术的发展和逐渐成熟,应用也越来越多,该文主要利用RS技术快速获取遥感卫星影像数据,利用GPS技术获取动态监测数据,利用GIS的可视化技术和强大的空间分析功能,整合建立全省整治项目数据库,依托于省国土资源内网,遵循山东省国土资源系统"一个平台,两个市场"实施方案技术要求,充分利用现有网络、软硬件等基础设施,建立省、市、县三级国土资源耕地保护管理全业务、全流程的网上运行和全程监管机制,构建全省统一的耕地保护动态监管网络体系,实现了对耕地保护的动态监管,为耕地的"先补后占,占补平衡"提供了可靠的保障。     

日本Ms9.0地震前的重力高频扰动

选取中国重力台网14台gPhone弹簧重力仪组成2个观测剖面,对日本本州东海岸附近海域Ms9.0特大地震前（3月1日至10日）的观测数据进行了分析。结果表明：沿海各台站统一出现了喇叭口状的“重力异常扰动”现象,且扰动异常随震中距的增加呈衰减趋势。     

基于点云曲线辨识的卫星激光数据预处理算法

针对卫星激光数据处理算法这一难题,分析了COMPASS系统GEO卫星激光观测数据的质量,讨论了反求工程和计算机视觉中的曲线识别与激光观测数据预处理的异同,提出了基于点云曲线辨识的卫星激光数据预处理算法。该算法将卫星激光观测数据预处理视为有序带噪声的空间曲线重建问题,利用COMPASS系统多圈GEO卫星实测数据进行验证。结果表明：该方法与常用算法一致率在85％以上,能够实现激光观测数据的自动处理与满足导航系统的需要。     

不同数据预处理方法对北斗卫星精密定轨精度的影响

提出综合利用高次差法和多项式拟合法对COMPASS MEO卫星进行周跳探测的原理及实现方法,并采用COMPASS监测站实测数据使用不同的数据预处理策略对COMPASS MEO卫星进行精密定轨试验。结果表明,根据实测数据情况,合理选择周跳探测方法和预处理策略,可以改善定轨精度。     

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浑善达克沙地遥感监测研究

基于对20世纪80年代、90年代和2002年3期陆地卫星影像的解译,通过统计计算和对比分析方法,研究了浑善达克沙地20多年来植被和土地覆盖的变化情况。结果表明,浑善达克沙地内部植被退化总趋势明显,东、西部各形成了一个植被重度受损区;由于沙地周边的湿地和灌木丛环、沙地内部湿地形成的网状结构对沙地的扩张有一定的抑制作用,同时人类活动的强度和作用时间还比较有限,而且现在的气候不像沙地形成时那样恶劣,虽然沙地内部植被发生退化,但沙地总体范围保持相对稳定;近年来沙地退化趋势受到一定的抑制,主要得益于生态建设工程的实施和禁牧封育等措施。另外,对沙地的保护与利用进行了探讨,提出了有参考价值的建议。     

科尔沁沙地3种灌木凋落物分解速率及其与关键气象因子的关系

选取科尔沁沙地3种代表性灌木（差不嘎蒿、黄柳、小叶锦鸡儿）作为研究对象,采用网袋法对其凋落物进行研究,每月取样测试,结合试验期间当地气象资料,对凋落物在不同类型沙丘、不同深度的分解率进行相关分析。结果表明,生长季节内,放置在地表的凋落物在固定沙丘上的分解率大于其在流动沙丘上的分解率,而在冬春季节却相反;凋落物在地下10 cm深处的分解普遍快于地表;经过一年的分解,差不嘎蒿的分解率大于另两种植物,以固定沙丘地表放置为例,其最终分解率为53.6%,大于小叶锦鸡儿的28.5%及黄柳的21%;降水对凋落物的分解影响较地温更大。     

荆门非饱和膨胀土的变形与强度特性试验研究

通过压力板试验,对比分析了荆门原状膨胀土与石灰改良土持水特征的差异性;应用非饱和土三轴仪,开展了原状膨胀土、石灰改良膨胀土与重塑膨胀土的变形及强度特性试验。结果表明：①石灰改良膨胀土与原状膨胀土相比,其进气值有显著降低,残余含水率显著升高,土-水特征曲线两个特征点的斜率较为平缓,说明其水稳定性较好,土体性状更为稳定;②原状膨胀土和石灰改良膨胀土在非饱和与饱和状态的应力-应变关系曲线均呈应变软化型,随净围压的增大,应变软化的程度趋缓;随含水率的减小,峰值应力增大,应力峰值点有所提前,应变软化现象更加显著。饱和重塑膨胀土的应力-应变关系呈应变强化型,非饱和重塑膨胀土则呈现为应变软化型,但其应变软化的程度较前两类土大为趋缓;③经石灰改性后,膨胀土强度参数值有大幅度提高,即使在湿化饱和后,石灰改良膨胀土仍保持了相对稳定的力学性质和较高的抗剪强度参数值。相比之下,无论是重塑膨胀土,还是原状膨胀土,对湿化作用均十分敏感,其强度参数值或波动较大,或整体水平较低。