高吸水性表面环境修复剂的制备条件研究

研究了以(NH4)2S2O8—NaHSO3为引发剂,环氧氯丙烷为交联剂,淀粉和部分中和的丙烯酸(钾)、丙烯酰胺为原料进行交联接枝.在有氧状态和无氧状态下采用水溶液聚合法合成了高吸水性表面修复剂.在这两种状态下,比较了温度、引发剂用量对表面修复剂吸水率的影响,同时对单体混合物的温度变化进行了研究.     

揭阳市东山区沟口村民房墙体开裂问题研究

相邻建筑物在地基中产生的沉降总是相互影响,需要从新旧建筑物的强度、刚度、结构类型、地质情况、荷载大小等方面进行分析,从而提出对不同类型结构的处理方法。     

基于直流漏泄电流的无铠装电缆绝缘性能检测方法

电缆绝缘性能的好坏对供电系统连续运行具有重要意义。采用直流漏泄电流方法,提出一种无铠装电缆的绝缘性能检测方法。该方法把电缆两端电流的同步测量,转换成电缆输出端开路时输入端电流的准确测量,简化了测量的复杂性,提高了直流漏泄电流的测量精度,改善了电缆绝缘性能的诊断准确度。该法用于地铁牵引变电站直流馈线电缆绝缘性能检测中,取得了良好的效果。     

论海运提单的运输合同属性

通过提单的历史演变及有关立法及业务实际程序考察,论述提单的运输合同属性,更正有关立法的误会。     

基于图像处理的桥墩防撞预警系统的研究

利用图像处理硬件设备，通过摄像头将视频信息采入，送入DSP进行分析处理；专门视频信息处理软件，运用各种图像处理技术，进行实时处理分析，对船舶进行实时监控。当船舶进入预警区，经计算机判断处理，提醒监控人员并通过广播对船舶驾驶人员发出警告，避免事故发生。 在图像序列处理技术的开发中，采用软硬件分离的方法，先进行基于Visual C＋＋的计算机软件设计研究；在软件中，研究了船舶检测、船舶跟踪与计算等内容。     

新型码头钢-混凝土组合面板

基于特殊需要,提出了带型钢加劲肋的钢板-混凝土组合板这一新型组合码头面板。以加劲肋形式、组合板厚度和栓钉布置为参数,进行了9块组合板的力学性能试验。试验结果表明,通过适当地选择型钢加劲肋形式、合理地布置栓钉和确定混凝土厚度,可以保证组合作用的发挥。组合板的正截面承载力可按基于修正平截面假定的极限状态计算;组合板的变形,可在按现行钢结构设计规范计算的基础上,加上考虑界面滑移影响的附加变形值予以修正。计算值与试验值吻合较好。     

因地制宜,综合施治,务实解决街坊小区积水顽症

上海市杨浦区某些街坊小区一遇暴雨即产生严重的积水问题。通过调查研究，找出病症，提出改造方案．有效地解决了小区的积水顽症。本文结合实际，总结了若干综合技术措施和行政管理、协调手段。     

Distribution of suspended sediment in the coastal sea off the Ganges–Brahmaputra River mouth: observation from TM data

Remote sensing technique was applied to estimate suspended sediment concentration (SSC) and to understand transportation, distribution and deposition of suspended sediment in the estuary and throughout the coastal sea, off the Ganges–Brahmaputra River mouth. During low river discharge period, zone of turbidity maximum is inferred in the estuary near the shore. SSC map shows that maximum SSC reaches 1050 mg/l in this period. Magnitude of SSC is mainly owing to resuspension of the bottom surface sediments induced by tidal currents flowing over shallow water depths. The influence of depth on resuspension is farther revealed from the distribution and magnitude of SSC along the head of Swatch of No Ground (SNG) submarine canyon. During high river discharge period, huge river outflow pushed the salt wedge and flashes away the suspended sediments in the coastal sea off the river mouth. Zone of turbidity maximum is inferred in the coastal water approximately within 5–10 m depth of water, where the maximum SSC reaches 1700 mg/l. In this period, huge fluvial input of the suspended sediments including the resuspended bottom sediments and the particles remaining in suspension for longer period of time since their initial entry control mainly the magnitude of SSC. In the estuary near the shore, seasonal variation in the magnitude of SSC is not evident. In the coastal sea (>5 m water depth), seasonal influence in the magnitude of SSC could be concluded from the discrepancy between SSC values of two different seasons. Transportation and deposition of suspended sediments also experiences seasonal variations. At present, suspended sediments are being accumulated on the shallow shelf (between 5 and 10 m water depth) in low discharge period and on the mid-shelf (between 10 and 75 m water depth) during high discharge period. An empirical (exponential) relationship was found between gradual settle down of suspended sediments in the coastal sea and its lateral distance from the turbidity maximum.     

清水冲刷河床调整过程试验研究

通过沙质河床清水冲刷水槽试验,对河床纵剖面的调整、沙波尺度、粗化层厚度及其与沙波运动关系、粗化层级配、推移质级配等进行了观测分析,进一步揭示了清水冲刷,河床重建平衡的机理。水槽试验表明,沙质河床清水冲刷,上游河段比降调平,床沙粗化,沙波发育,河床阻力增大,水深增大,流速减小,导致河床供沙能力削弱,输沙能力降低,冲刷向不冲刷转化。     

长江中下游航道整治技术问题的几点思考

长江中下游的航道整治目前全面展开,很多技术问题亟待解决,为此结合目前的整治技术进展,对诸如整治河段单元的划分、目标河型的选择、工程区、守护工程功能属性转化、洲头鱼骨坝的作用扩展、汊道分流面、工程的结构型式等问题进行了商榷性讨论,为最终解决这些问题做一些铺垫性思考。