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1)  silt [英][sɪlt]  [美][sɪlt]
淤泥;粉沙;河道沈积泥沙
2)  silt [英][sɪlt]  [美][sɪlt]
淤泥;粉沙
3)  sediment deposition
泥沙淤积
1.
Study on the controlled water levels of Three Gorges Reservoir in September with considering the impact of sediment deposition;
泥沙淤积对三峡水库9月分旬蓄水的影响
2.
Impact on sediment deposition and shoals change in Chongqing Reach of the impounding water ahead of the schedule of the Three Gorges Reservoir;
三峡水库提前蓄水对重庆河段泥沙淤积和浅滩演变的影响
3.
Numerical model for effects of outlet shapes of approach channels on sediment deposition;
引航道出口形态对泥沙淤积影响的数学模型研究
4)  sedimentation [英][,sedɪmen'teɪʃn]  [美]['sɛdəmɛn'teʃən]
泥沙淤积
1.
Analysis on influence of flow velocity-flow regime and sedimentation on operation of underground hydropower station of Three Gorges Project;
三峡工程地下电站前流速流态和泥沙淤积对电站运行的影响分析
2.
Study on water-sediment optimum allocation in upstream basin and comprehensive measures of sediment control in Guanting reservoirⅠ:Reservoir sedimentation and general plan of water and sediment control;
官厅水库流域水沙优化配置与综合治理措施研究Ⅰ——水库泥沙淤积与流域水沙综合治理方略
3.
Research on sedimentation analysis based on GIS technique;
基于GIS技术的泥沙淤积分析系统研究
5)  sediment siltation
泥沙淤积
1.
Study on sediment siltation for extension project of Weifang harbor;
潍坊港扩建工程方案泥沙淤积研究
2.
By using wind,wave,tidal current,sediment numerical models based on the up-todata hydrology,sediment data of field observation and remote sensing data,sediment siltation in the deep channel is computed.
依据最新的水文、泥沙实测资料,利用风浪潮流泥沙数值模型对开挖深水航道泥沙淤积情况进行了计算。
3.
Based on a large quantity of meassured data,the pattern of sediment siltation is studied and the feasibility of building offshore deep water terminals in Tianjin Harbor is discussed as well.
通过天津港大量实测资料的对比分析 ,研究了泥沙淤积变化的特点 ,并对天津港在外海建岛式深水码头工程的可行性进行了论
6)  sediment accumulation
泥沙淤积
1.
One dimensional flow and sediment mathematics model of river unsteady flow is used to study the change rule of the sediment depth at the gate of the water diversion canal of the Yangtze River to Han River water transfer project in different water sediment conditions;the influences of different roughness coefficients on the sediment accumulation depth are also analyzed.
通过一维非恒定流水沙数学模型,研究了不同水沙条件下引江济汉工程引水渠道口门泥沙淤积厚度变化规律,并分析了糙率对口门淤积厚度的影响情况,模型的计算结果与水流运动规律相吻合,可以为渠道引水防沙设计提供技术支持。
2.
According to the design requirements of water diversion for sediment control of the Yangtze River to Han River Water Transfer Project, the sediment accumulation conditions in the water diversion canal with or without sedimentation basin are researched on the basis of basic hydrology sediment and engineering data by one-dimensional constant flow heterogeneous sand mathematical model.
 根据引江济汉工程渠道引水防沙的设计要求,在收集基本水文泥沙和工程基础资料的基础上,运用一维恒定流非均匀沙数学模型,研究了不设沉沙池和设沉沙池后引水渠道内泥沙淤积情况,模型计算结果可以为引江济汉工程中渠道引水防沙设计提供依据。
3.
Combining experimental data with site investigation results, this paper expounds the influence of layout of harbor basin′s axis on deposition thickness and total sediment accumulation in backflow area, analyzes the reasons of the influences, and puts forward suggestions on determination of reasonable axis of inland excavated-in basin.
结合挖入式港池水槽试验和现场调查结果,论述港池轴线布置对港池回流泥沙淤积厚度和总淤积量的影响,分析了产生这种影响的原因,并对挖入式港池设计时合理确定港池轴线提出了建议。
补充资料:淤泥
      在静水或缓慢的流水环境中沉积,经物理化学和生物化学作用形成的,未固结的软弱细粒或极细粒土。属现代新近沉积物。淤泥按粒度组成可以是粉土质的或粘土质的,细砂质或极细砂质的极少。海滨淤泥的粘土矿物以伊利石和蒙脱石为主,淡水淤泥则是以伊利石和高岭石为主。淤泥含有较多的(2~3%)和多的(10~12%)有机质,其含量随深度而减少。淤泥的主要特性是:天然含水率高于液限,孔隙比多大于1.0;干密度小,只有0.8~0.9克/立方厘米;压缩性特别高,压力自9.8×104帕增加到19.6×104帕时,压缩系数为a1-2>0.05,压力自9.8×104帕增加到29.4×104帕时压缩系数a1-3>0.1;强度极低,常处于流动状态,视为软弱地基。淤泥按孔隙比可再细分为淤泥(孔隙比大于 1.5)和淤泥质土(孔隙比为1~1.5)。淤泥的自然结构变化十分敏感,结构及其强度受力破坏后能自动复原,这就是所谓的触变性。淤泥不宜作天然地基,因为它会产生不均匀沉降,使建筑物产生裂缝、倾斜、影响正常使用。在淤泥上进行建筑时必须采取人工加固措施。如压密、夯实,用垂直砂井排水,加速淤泥固结。有时可采用柱基,或在建筑物上部采用适应于不均匀沉降的刚性圈梁,沉降缝等结构措施,以保证建筑物的稳定安全。
  

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