On the fresh balance of the Adriatic Sea

The long-term mean fresh water balance of the Adriatic Sea is studied by ananalysing evaporation, precipitation and river runoff. Evaporation is computed from May latent heat flux and by means of bulk formula. In the latter case two wind speed data sets are used, namely those from the NMC and May. The sea surface temperature is taken from a historical Adriatic data set, and the air temperature and relative humidity come from the NMC data set. Two precipitation data sets are considered, namely the Legates and Willmott climatology and a data set consisting of data measured at 62 rain-gauge stations located on the Adriatic coasts. Runoff contribution to the fresh water balance is estimated from the long-term average flow rates of 39 rivers and the horizontal distribution of salinity in the upper mixed layer.The spatial distribution of the fresh water balance, as well as of its components, is analysed by means of monthly objective maps, from which averages and standard deviations are computed. The results obtained from the different computations are not always univocal, particularly in the evaluation of Summer evaporation, and are affected by relatively large statistical errors. Significant spatial and seasonal variability occurs, with a noticeable fresh water gain along the coastline of the northern and middle basins, while small areas of fresh water loss are found in the middle and southern basins. Nevertheless, on an annual basis, the difference between the fresh water losses by evaporation and the gains by precipitation and runoff is clearly negative, indicating that, unlike the whole Mediterranean, the Adriatic Sea is generally a dilution basin.     

无线通信TD-LTE技术承载地铁CBTC业务安全体系和密钥方案研究

无线通信TD-LTE(时分-长期演进)技术在移动通信公用网络系统采用了一些新的安全保密机制,但仍无法完全克服无线网络固有的信号开放、信道动态变化等缺点所带来的安全隐患。基于TD-LTE技术承载地铁CBTC(基于通信的列车控制)业务的实际需求,提出了适用于TD-LTE技术承载地铁CBTC业务的安全架构和密钥方案。该方案可以为提高地铁CBTC业务通信网络安全提供解决思路,在未来地铁TD-LTE技术承载CBTC业务网络安全架构规划和密钥方案设计中有一定的应用价值。     

成都市宜居水岸工程市级示范段生态化河堤行洪能力分析

成都市宜居水岸工程市级示范段主要涉及由中心城区南河、浣花溪、干河、西郊河四条河道组成的区域水网,汇流条件复杂。通过建立数学模型,模拟河岸生态化改造后的河道行洪情况。经分析表明,示范段生态化河堤行洪能力总体上可满足相应防洪标准,并对河堤生态化改造提出针对性意见。     

高速公路填砂路基的设计与应用

对于少土多砂的地区,采用砂砾填筑路基具有较好的社会效益和经济效益。通过成熟的河砂填筑路基经验,对利用汉江流域漫滩粉细砂填筑砂土路基的设计和应用进行了研究,总结出了较为合理的设计与应用工艺。     

The IMMa optimisation algorithm without control input parameters

The IMMa optimisation algorithm (IOA) consists of a heuristic method based on a differential evolution algorithm for choosing the Magic Formula (MF) tyre model parameters. In a previous paper, we demonstrated that the IOA improved the searching procedure of optimum MF parameters with respect to the starting value optimisation (SVO) methods. But we had to introduce some control input parameters that were fixed during the running process. Now, the new version does not require control input variables to be chosen by the user. That is, we use an algorithm with self-adapting control parameters and it continues being easy to use, robust and fast. Hence, users do not need any kind of knowledge to use the IOA.     

青银高速公路济南黄河大桥总体设计

介绍济南黄河三桥项目概况、建设条件、主要技术标准、总体设计等有关情况。     

桥梁洪水设计流量分析及计算

桥梁洪水设计流量的计算在桥位设计中有十分重要的地位,为避免桥梁水毁,保证桥梁在设计标准洪水频率下安全运营,必须在设计过程中对水文计算加以重视。由于水文系统是一个复杂的不确定系统,水文资料的获得相对有限,据此资料来推求大、中桥洪水设计流量时,因采用不同的理论及方法很可能得到差异较大的结果。结合参加浏醴高速公路的设计与建设工作的实践与经验,针对浏阳地区水文、水利的特点,基于浏阳河大桥的桥位设计,探讨了桥梁洪水设计流量的确定。     

闽江下游河道保护与整治的一些看法

本文针对闽江下游沿江两岸．近几年来、多次发生堤坝、桥梁、石头等建筑物遭受毁坏的原因．从管理上，提出若干河道保护与整治的意见。     

关于城市同一河流上桥梁规划的探讨

中国有相当一部分城镇由于古代沿河而栖的文化,通常都有一条河流贯穿其中,该文阐述了把城市中同一重要河流上的桥梁从城市区域规划中分离出来做一个独立规划的重要性,并介绍了浙江缙云县好溪上6座桥梁的规划及其规划宗旨。     

杭州湾北岸奉贤段滩涂演变分析

杭州湾北岸奉贤段滩涂资源丰富,解放以来已围垦升发113 km3。但由于水情、工况变化,日前已处于冲刷状态,可围垦利用资源已十分有限。经过详细调查研究,在收集大量数据基础上,该文对近年滩涂演变过程作仔细分析,得出的结论是:由于沿岸泥沙供应量减少、东部深水围垦造成流态变化等原因,奉贤段滩涂的冲刷情况将更趋严重,对海塘防汛能力、沿岸进一步开发利用都构成一定的威胁。必须采取相应的工程、非工程措施,以合理、有序地开发利用奉贤岸段宝贵的滩涂资源。