Statistical characteristics of chlorophyll-a concentration in Hong Kong′s coastal waters     

CHEN Xiaoling  Yok Sheung Li  LI Zhilin 《地理学报(英文版)》2002,12(3)

In this paper seven of the ten Water Control Zones (WCZs) in Hong Kong′s coastal waters with monthly or bi-weekly sampling data of 17 parameters collected at 37 monitoring stations from 1988 to 1999 were selected to analyze the spatial and temporal variations of chlorophyll-a and its influencing factors. Cluster analysis was employed to group the monitoring stations based on the structure of the data set. Multiple step regression was employed to determine the significant influencing factors of chlorophyll-a level. The results suggest that all the monitoring stations could be grouped into two clusters. Cluster I with frequent red tide incidents comprises two WCZs which aresemi-enclosed bays. Cluster II with less red tide occurrence comprises the other five WCZs in an estuarine environment in the west. For both clusters, the organic contents indicator, BOD5, was a common significant influencing factor of the chlorophyll-a level. Nitrogen and light penetration condition related to turbidity, total volatile solids and suspended solids had more influence on the cholophyll-a level in Cluster I than in Cluster II, while phosphorus and oceanographic conditions associated with salinity, temperature, dissolved oxygen and pH were more important in Cluster II than in Cluster 1. Generally, there was a higher average chlorophyll-a level in winter and autumn in a year.The chlorophyll-a level was much higher in Cluster I than in Cluster II among all seasons. Although the chlorophyll-a concentration had great variations from place to place in Hong Kong′s coastal waters, it seemed to have a common long term fluctuation period of 8-10 years with a high-low-high variation in the period in the whole region, which might be influenced by other factors of global scale.  相似文献   

生态交界带特征与动态变化机理分析   总被引：2，自引：0，他引：2  

张理华  周秉根  万荣荣 《地域研究与开发》2003,22(1):59-61

文章论述了生态交界带是两个以上生态系统交接的过渡带，它具有特有的生态系统结构，生态交界带生态系统的结构，功能和物质，能是以及信息的交流与相邻生态系统有密切的联系，但又表现出明显的异质性，其动态变化机理显示生态交界带内物质，能量和信息的均衡状况。  相似文献   

企业网络发育程度与区域创新能力研究   总被引：10，自引：0，他引：10  

文嫮  李小建 《世界地理研究》2003,12(2):39-46

本文从分析企业网络的发育和完善程度出发，探讨影响网络创新能力的因素。文章指出，网络发育程度与创新能力(创新数量、创新发生的频率)是正相关的。从宏观上讲网络越密集、各种正式和非正式联系越有效、网络联系越稳定、网络自我更新能力越强、网络的开放性越强、网络越能根植于当地的良好的区域环境，越容易激发创新；从微观上讲，网络中行为主体的学习能力越强，其创新发生频率越高，创新能力越强。  相似文献   

层次分析法在太行山区地质灾害危险性分区中的应用   总被引：18，自引：0，他引：18  

褚洪斌  母海东  王金哲 《中国地质灾害与防治学报》2003,14(3):125-129

层次分析方法是一种定性与定量相结合的多目标决策分析方法。是解决类似地质环境问题的这种目标结构复杂且又缺乏系统资料的研究问题的一条有效途径。地质灾害的发生与其所处的背景条件密切相关。当一种地质灾害具备了产生的内在条件并与适当的外在诱发条件相结合，即构成它产生的充分必要条件。否则，它具有一定的潜在危害性。论文采用层次分析法通过对河北省太行山地区地质灾害主要影响因素的分析，以滑坡、泥石流、崩塌、水土流失等为计算样本。计算出各地质灾害影响因素对计算样本的影响权重，并通过计算机进行网络剖分、因素叠加，计算出单位面积的单灾种评价指数和综合性评价指数，用以表征整个地区地质灾害的危险性。  相似文献   

贾汪煤田为何未能向北东继续延伸     

刘明雷  冯建强 《中国煤田地质》2003,15(2):5-7

贾汪煤田的基本构造形态为贾汪向斜。通过对贾汪向斜北东延长段原地系统和外来系统的分析研究，认为在贾汪石炭——二叠纪煤田北界伏山前断裂的北东盘上，受构造应力的影响，奥陶系沿着其与寒武系界面间的软弱层被推覆，在原地代之以大面积分布的是青白口——震旦系及部分寒武系而非石炭——二叠系，从而造成了贾汪煤田没有向北东继续延伸。  相似文献   

比奥固结理论在堆载预压加固工程场地中运用   总被引：4，自引：2，他引：4  

徐书平  刘祖德 《岩土力学》2003,24(2):307-310

运用平面应变比奥固结有限单元法，对南京某钢铁厂江边原料厂采用堆载预压结合塑料排水板处理的软土地基进行了计算，得到了较为理想的效果。计算中将塑料排水板合理地简化成等效砂墙，理论计算结果与实测结果吻合较好。验证了计算方法是合理可行的。  相似文献   

交互式多目标决策新方法及其在水资源系统规划中的应用   总被引：9，自引：0，他引：9       下载免费PDF全文

王顺久  侯玉  丁晶  张欣莉 《水科学进展》2003,14(4):476-479

在目标满意度和目标总体协调度的基础上构造了一种新的交互式多目标决策方法,运用欧式距离判断来描述目标总体协调度,避免了目标权重人为确定的任意性,且能充分体现决策者的主观愿望,便于实际操作应用.水资源系统规划的多目标决策实例分析表明该方法有效可行.  相似文献   

首都圈地区中等地震前小震活动异常特征分析   总被引：1，自引：0，他引：1  

兰从欣  朱红彬  郭心 《华北地震科学》2003,21(1):11-14

近年来首都圈地区以中等地震活动为主，本文用反映地震频率、能量、平均震级的基本参量如频率、缺震、断层总面积、地震活动度等研究该区中等地震前的活动性异常特征，发现这些异常对1999－2001年首都圈地区的中等地震有较好的对应关系，当同时出现三项低值异常后，有震预后准确率较高。这些方法对首都圈地区中等地震的短期预报有重要作用，2001年12月28日滦县M14．2级地震就是用该方法在震前做了较成功的预测。由于参量指标与地震间的映震效果具有一定的阶段性和区域性，需要用发展变化的眼光，时刻跟踪并不断调整改进所使用的参量指标，才能更好地捕获地震信息。  相似文献   

河南及邻区地震前中小地震活跃-平静的定量指标研究     

王会义 《华北地震科学》2003,21(2):43-48

以累计频度定量计算方法，分区讨论了河南及邻区1970年以来地震活动非线性度ZL值的时间进程曲线，系统计算了M≥5．0级地震前的ZL值，结果表明：开始出现活跃(平静)异常的时间集中在地震前1—2年，结束异常的时间在地震前一年内，集中于0—4个月。同时提出了异常的定量指标以及发震类型。  相似文献   

Inelastic displacement ratios for evaluation of existing structures     

Jorge Ruiz‐García  Eduardo Miranda 《地震工程与结构动力学》2003,32(8):1237-1258

Results of a detailed statistical study of constant relative strength inelastic displacement ratios to estimate maximum lateral inelastic displacement demands on existing structures from maximum lateral elastic displacement demands are presented. These ratios were computed for single‐degree‐of‐freedom systems with different levels of lateral strength normalized to the strength required to remain elastic when subjected to a relatively large ensemble of recorded earthquake ground motions. Three groups of soil conditions with shear wave velocities higher than 180m/s are considered. The influence of period of vibration, level of lateral yielding strength, site conditions, earthquake magnitude, distance to the source, and strain‐hardening ratio are evaluated and discussed. Mean inelastic displacement ratios and those associated with various percentiles are presented. A special emphasis is given to the dispersion of these ratios. It is concluded that distance to the source has a negligible influence on constant relative strength inelastic displacement ratios. However, for periods smaller than 1s earthquake magnitude and soil conditions have a moderate influence on these ratios. Strain hardening decreases maximum inelastic displacement at a fairly constant rate depending on the level of relative strength for periods of vibration longer than about 1.0s while it decreases maximum inelastic displacement non‐linearly as the period of vibration shortens and as the relative‐strength ratio increases for periods of vibration shorter than 1.0s. Finally, results from non‐linear regression analyses are presented that provide a simplified expression to be used to approximate mean inelastic displacement ratios during the evaluation of existing structures built on firm sites. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献