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1.The Coupling Interaction for Water and Sediment Discharge and Riverbed Morphology in the Middle and Lower Changjiang River Channel
长江中下游干流水沙与现代河床地貌耦合作用研究收藏指正
2.It has conducted physical model tests on five plans of different operational modes of Sanmenxia Reservoir and different combination of sediment discharge conditions and analyzes the influence of different sediment discharge conditions and different operational modes to scour and fill of reservoir area.
摘要通过实体模型对三门峡水库不同运用水位和水沙条件组合的5组方案进行了试验，对比分析了不同水沙条件和不同运用水位对库区冲淤的影响。收藏指正
3.There are lots of factors which influence the evolvement law of sediment discharge, and it is very difficult to be known and gained, it results in low precision of simulation and forecast.
摘要影响输沙量演变规律的前期因素比较多，且难于确定和提取，这就造成对输沙量的拟合和预测精度较低。收藏指正
4.The marsh surface supplied water quantity accounts for 33% of the ebb water quantity in the creek,resulting in 20% of the ebb suspended sediment discharge in the creek during the ebb. This is a basic influence on the time asymmetry.
滩面归槽水占潮沟落潮输水量的33%,由此造成的悬沙输运量占潮沟落潮悬沙输运量的20%,这是导致潮沟涨落潮输水输沙不对称的主要因素.收藏指正
5.Complicated hydrologic and geographic conditions,and the large scale of the Xiaolangdi Hydraulic Project on the Yellow River are introduced briefly.Three desilting tunnels are designed to meet the requirements of flood control,sediment discharge and runoff regulation.According to the performance requirements of desilting tunnels,the tunnel lining down-stream of the grouting curtain is designed to be post-tensional prestressed lining.On the basis of investigation and research,experiements and analysis,the unbonded prestressing system is used.It is the largest unbonded prestressed tunnel lining project in the world,and the first one in China.
简介黄河小浪底水利枢纽复杂的水文、地质条件以及庞大的工程规模.该枢纽设计有3条排沙洞，担负着泄洪、排沙、调节径流和保证进水口不被泥沙淤堵的任务.根据排沙洞的水库运用要求，灌浆帷幕下游排沙洞洞身段设计为混凝土后张预应力隧洞.通过大量的调研、试验、分析论证，在施工前确定该预应力方案选用无粘结预应力系统，成为目前世界上规模最大的无粘结预应力隧洞衬砌工程，在国内尚属首例.收藏指正
6.The paper managers to explore the feasibility of automatic monitoring technology for flow discharge in Yellow River Flow Diversion Channels. This technology integrates high accurate water gate position control and high accurate water level gauge in heavy sediment and discharge calculation model with 485 computer communication to approach automatic discharge monitoring in water diversion project for optimizing regulation in water resources development.
探讨实现引黄涵闸流量自动监测的方法,这种方法利用高精度闸位测量、高含沙量水位测量、流量计算模型及485通讯等技术相结合,实现引水计量自动化,为水资源优化合理调配提供有效的手段。收藏指正
7.Based on the equilibrium concept of sediment transport of flood and ebb tide, the discharge of ebb tide can be written as a function of annual runoff and ebb tide duration, so it becomes an independent variable, favourable to the analysis and forecast of impacts of human activities.
但因落潮流量是与河宽、断面面积有关的非独立自变量 ,基于涨、落潮 (包括径流 )的输沙平衡概念 ,得出了在平衡条件下河口沿程各断面落潮流量与径流及其潮流历时的关系式 ,从而使非独立自变量成为独立自变量 ,便于分析和预测人类活动对河口的影响 .收藏指正
8.though sediment was 2.69 kg/km2.a, while shrub and herbage vegetation were 1.18 kg/km2 and 7.51 kg/km2.a, respectively. The P2O5 discharge amount of arbor vegetation though sediment
乔木的侵蚀泥沙年均氮素损失量为 2.69 kg/km2，灌木为 1.18 kg/km2，草本为 7.51 kg/km2；收藏指正
9.The variation range of temperature was between 24.9℃ and 30.1℃ and the range of salinity was between 4.1 and 33.7,with higher temperature and lower salinity toward the mouth of Minjiang. The observations show that the sediment content on the ebb is higher than that on the flood in both HuJiang and YunDou channels,meaning that the river discharge plays a significant role in sediment transportation.
在观测时间,观测区域内,温度变化范围在24.9-30.1℃,盐度变化范围在4.1-33.7.输沙量计算结果显示,在测量期间,壶江水道和熨斗水道落潮输沙量大于涨潮输沙量,河口输沙以河流输沙为主.收藏指正
10.Adoptive constant discharge is 3 cm3/s. Suspended sediment load is 4.5 g/min in the first 3 hours and 1.2 g/s thereafter.
采用的定常流量为3 L/s,悬移质输沙量在前3小时为4.5g/min,其后为1.2 g/s。收藏指正
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