透水性沥青混合料全程水稳定性规律研究

通过室内模拟试验，以沥青混合料长期老化试验和冻融循环试验来模拟透水性沥青混合料在使用过程中的老化和水损害，采用全面搭配法，考虑变化因素为老化时间和冻融循环次数，两个变化因素分别考虑6个变化水平（即长期老化0～5d，冻融循环0～5次），以多次冻融劈裂比TSR MN，来评价透水性沥青混合料的水稳定性，得到透水性沥青混合料的全程水稳定性变化规律：随着长期老化时间的延长，其抗水损害能力先变强后减弱，在老化2d后达到峰值，4d后趋于稳定，同时混合料的抗水损害能力随着混合料水损害程度的增加不断减弱。     

南水北调东线分流区通航水流条件及改善措施

采用平面二维水流数学模型,对南水北调东线某工程调水分流区通航水流条件进行了计算分析,提出了改善通航水流条件的方案.计算结果表明,现状条件下分流区通航水流条件不能满足规范要求,方案2通过扩挖金宝河及分流区南侧对回流区和横向流速的改善效果较好,推荐其作为工程改善措施.     

Hydrographic conditions affecting two fishing grounds of Mallorca island (Western Mediterranean): during the IDEA Project (2003–2004)

This paper describes the hydrographic conditions observed during six surveys carried out during 2003 and 2004, in the framework of the “IDEA Project” (acronym for “Influence of oceanographic structure and dynamics on demersal populations in waters of the Balearic Islands”). The surveys were developed on the shelf and slope of Mallorca Island, in particular in two fishing grounds at the north and south of the Mallorca channel. Periodic movements of the fishing fleet between these two areas have been regularly reported, suggesting a seasonal variability of the resources which could be in turn associated with the hydrodynamic variability. With this motivation, water masses affecting these grounds have been identified and their seasonal variability has been studied. Different oceanographic and environmental conditions have been found between the two fishing grounds. These differences are related to the presence of mesoscale structures, associated with the Western Mediterranean Intermediate Water (WIW) at the north of the Ibiza channel and big gyres detached from the Algerian Current. The former has been shown to have influence on the regional oceanic circulation and the latter could affect the progress of fresh Atlantic Water (AW) towards the channels and make possible the presence of high salinity values at intermediate waters at the south of Mallorca Island. Historical data from other oceanographic cruises carried out in the region are finally used to discuss the interannual variability of these mesoscale structures.     

变频器在供热锅炉节能技术上的应用与研究

根据风机与泵类轴功率与转速的立方成正比的特点，分析供热锅炉辅机泵与风机的流量、扬程（压头）、功率与转速间的关系，阐述变频调速节能原理，并举例比较了水泵采用变频调速控制与阀门控制所产生的效益情况。提出变流量运行时，泵与风机应采用变频技术，以降低成本，延长设备使用寿命，提高经济效益。     

Numerical simulation of wave-induced nonlinear motions of a two-dimensional floating body by the moving particle semi-implicit method

The moving particle semi-implicit (MPS) method was applied to compute nonlinear motions of a floating body influenced by the water on deck. To compute the motions of a rigid body, the fluid pressure at the position of each particle on the body surface was directly integrated in space and the equations of translational and rotational motions were integrated in time to determine the correct position of the rigid-body surface at each time step of the time-domain calculation. The performance of this method was validated through a comparison with measured results in an experiment that was newly conducted using a model of a box-shaped floating body with a small freeboard. Although the overall agreement was good, some discrepancies were observed for a shorter wave period, especially for the drift motion in sway. The effect of numerical resolution on the results was checked by changing the number of particles. With a higher number of particles, no obvious improvement was seen in the global body motions, but the resolution of the local free-surface profile, including the water on deck, was improved.     

三亚大隆水利枢纽施工汛期土石坝局部管涌现象探讨

2005年主汛期,正在施工中的大隆水利枢纽分区土石坝遭遇了台风"达维"正面袭击,流域持续突降暴雨,入库最大洪峰流量在9 950 m3/s,坝前水位总涨幅达34.4 m,施工汛期土石坝度汛断面突发局部管涌现象,由于措施及时有效,土石坝经受住了百年一遇洪水的严峻考验,该文回顾管涌发生始末,探讨成因和措施,类似经验可供相关专业人员参考。     

预应力混凝土箱梁桥底板裂缝成因分析

根据预应力混凝土连续箱梁桥的设计与施工特点,分别从底板预应力束线形、底板预应力束布置位置、温度应力的影响、钢筋的疏密程度以及混凝土的浇注质量与顺序等方面分析了该类桥型底板容易崩裂的原因,并提出了相关的防裂措施。     

爆破片型式试验研究初探

由于近年对承压设备安全及环境保护要求的不断提高,爆破片的性能和可靠性越来越受到人们的重视.作为产品质量考核的重要手段,型式试验被人们广泛采用和接受.在对爆破片型式试验方法、项目、装置的研究和试验过程中,对爆破片型式试验有了进一步的认识和理解.     

贵州省公路隧道渗漏水调查及统计分析

文章通过对贵州省崇尊高速、清镇高速、镇胜高速等46座隧道渗漏水情况的调查分析,分别从渗漏形式、渗漏状态、渗漏部位等方面总结出了贵州省分离式隧道及连拱隧道的渗漏特点:分离式隧道,84%的渗漏状态为渗水,91%的渗漏形式为线渗漏,61%的渗漏位于边墙;连拱隧道,96%的渗漏状态为渗水,94%的渗漏形式为线渗漏,80%的渗漏位于中隔墙。最后,结合实地调查的渗漏水状况详细地分析了渗漏水病害产生的主要原因。     

浅谈宁波市水上公共交通的可行性

考虑到宁波市林立的桥梁,较大的水域纵横连通,同时路面上的交通状况时常不理想,本文基于历史面向未来,从民众需求,政府支持,航道情况,其他兄弟城市的相关现状等角度着手,通过文献调研,问卷调查,数据分析等方式来论述宁波市发展水上公共交通的可行性.