无网格伽辽金法应用的参数选择及内部边界处理

无网格辽金法作为-种新的岩土工程数值计算方法, 该法其只需节点信息的无单元特性, 使其具有计算优势。本文结合固结EFGM刚度矩阵公式, 对不同的计算参数进行计算分析, 找出其影响规律。并采用跳跃函数处理内部边界条件, 计算结果表明, EFGM处理内部场函数不连续是准确的。     

Estimation of Hourly and Daily Global Solar Radiation at Clear Days Using an Approach Based on Modified Version of Gaussian Distribution

The performance of two models,Jam and Baig,based on the modified version of Gaussian distribution function in estimating the daily total of global solar radiation and its distribution through the hours of the day from sunrise to sunset al any clear day is evaluated with our own measured data in the period from June 1992 to May 1993 in Qena Egypt The results show a high relative deviation of calculated values from measured ones,especially for Jain model,in the most hours of the day,except for those near to local noon.This misfit behavior is quite obvious in the early morning and late afternoon A new approach has been proposed in this paper to estimate the daily and hourly global solar radiation This model performs with very high accuracy on the recorded data in our region.The validity of this approach was verified with new measurements in some clear days in June and August 1994.The resultant very low relative deviation of the calculated values of global solar radiation from the measured ones confirms the     

威海市“海联大厦”强夯法处理高填土,松软土地基工程实录

强夯法处理地基在我国应用发展已有十几年的历史，本文介绍的威海市“海联大厦”地基处理工程，以较大的吨位及能级进行高填土、松软土地基处理取得成功，成为威海市首例以较大吨位及能级强夯处理地基工程，文中着重介绍了方案选择、强夯设计、强夯施工及效果检测情况，综合地进行了技术、经济效果评价。     

预应力锚索在滑坡治理中的应用

介绍了国内外用于边坡，滑坡加固的预应力锚索的主要类型及结构，并例举了锚索在滑坡治理中的实际应用。     

硫铝酸盐水泥浆性能调节方案

讨论了水灰比、抖浆水温和有机处理剂对硫铝酸盐水泥浆性能的影响，提出了该水泥浆性能的调节方法。     

CT导引下活检与介入性治疗(附646例)

本文报告646例经皮细针穿刺活检和介入性治疗。穿刺活检459例,介入性治疗187例。穿刺活检部位:腹部175例,其中肝脏81例,胰腺56例,腹腔包块7例,肾脏22例,肾上腺5例,脾脏3例,前列腺1例;胸212例;骨骼肌肉系统52例;颅脑20例。介入性治疗:硬化剂治疗156例,其中肾囊肿硬化剂治疗142例,肝囊肿硬化剂治疗14例;抽吸和/或引流25例,其中脑出血血肿抽吸占19例;CT 导引下电针治疗5例;交感神经阴断术1例。各部位穿刺活检正确率是有差异的,肝脏为94%,肾脏95%,胰腺和腹腔包块89%,胸部91%,骨骼肌肉系统90%,颅脑90%。介入性治疗闻效肾囊肿硬化剂治疗为96%,肝囊肿硬化剂治疗为82%,抽吸或引流为87%,并发症发生率胸部为7.5%,腹部为0.06%,颅脑为7.5%。本文详细讨论了穿刺针选择,技术要点。影响正确率的因素等。     

Bjerhammar球面单层密度时间变化的实用解算理论

研究了Ｂｊｅｒｈａｍｍａｒ球面单层密度时变实用解算理论和稳定算法。从利用重复大地测量数据联合确定Ｂｊｅｒｈａｍｍａｒ球面单层密度时变基本理论出发,推导了不同Ｂｊｅｒｈａｍｍａｒ球面上ｑ＊ｔ和δＷ＊ｔ之间的一般解式;分析研究了ｑ＊ｔ的迭代求解过程和收敛特性,得出其收敛稳定性很大程度上取决于Ｒ值的结论,同时给出了界限Ｒ的关系式;提出了解求ｑ＊ｔ的分步迭代算法,该算法从理论上解决了以前算法存在的收敛稳定问题（Ｒ较小时）,并指出：地表观测点ｑｔ的确定应遵循匹配处理准则,即各观测点数据应蕴含相同物理过程。最后给出了ｑ＊ｔ的精度评估公式。     

Spatial and temporal trend of sewage pollution indicated by coprostanol in Macao Estuary,southern China

Bottom sediments and a ²¹⁰Pb dated sedimentary core in Macao Estuary were quantitatively analyzed with GC-MS for coprostanol and other sterols. Higher coprostanol concentrations were detected at Port Interior and Lower Qianshan River, indicative of serious sewage pollution from densely populated Macao Island and Zhuhai City. However, very low concentrations of coprostanol were detected around Coloane Island as well as Port Exterior and Maliuzhou River except sites adjacent sewage outlets. Coprostanol pollution in Macao Estuary originates mainly from locally direct discharge of untreated wastewater. The concentrations of coprostanol in ZJ-9 were mainly in range of 150–280 ng/g with an average of 210 ng/g for more than 20 years from early 1970s to early 1990s. However, it increased obviously since 1993, and reached the highest in 1995–1996. However, a sharp decrease of coprostanol concentration from 470 to 31 ng/g after 1996 was observed corresponding to the first wastewater treatment plant in Taipa Island going into action.     

弹性填料处理河道污水实验研究

采用弹性填料曝气生物膜法对污染的河道水体进行处理的实验研究,结果表明,在2m/h的流速、水温为16℃~18℃、气水比为1∶1的条件下,采用弹性填料的生物膜处理系统运转正常,不易发生堵塞或系统短流,系统此时的水力停留时间为3.5h左右,污水中的COD和NH3-N去除率稳定,其均值分别为49.4%和19.1%。