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1)  settling basin for oncomelania snail
沉螺池
1.
The settling basin for oncomelania snails is an important project measure in water conservancy project in combination with schistosomiasis control,which is a sort of construction used to sink and collect oncomelania snails.
沉螺池是水利血防的一项重要工程措施,它是沉集和拦截水流中钉螺的建筑物,沉螺池内设置拦螺墙是近几年才实施的措施,作用在于提高拦螺效果。
2)  sedimentation basin
沉降池,沉砂池
3)  settlement tank
沉降池;沉淀池
4)  secondary settling tank
二沉池
1.
Study on 1D layered and dispersive model for secondary settling tank simulation;
一维分层弥散模型在二沉池模拟中的应用
2.
The simulation and the model of activated sludge process reactor with secondary settling tank;
活性污泥过程反应池与二沉池耦合模型与模拟
3.
One-dimensional dynamic models for secondary settling tank: a review;
二沉池一维动态模型的研究进展
5)  settling tank
沉淀池
1.
Simulation and control of sludge blanket height in settling tanks;
沉淀池污泥层高度的模拟与控制
2.
Reynolds number of water flow in horizontal flow settling tank is above 3 000,and it is called turbulent flow.
平流式沉淀池内水流的雷诺数>3 000(为紊流),当利用传统的层流模型进行模拟时不能准确获得沉淀池内的流速场分布,若采用特征涡粘性雷诺数或密布网格,则可以扩展层流模型模拟沉淀池内物理量的适用性。
3.
The settling tank cost model is established by using it.
运用BP网络的非线性函数逼近功能,以沉淀池的计算表面积与计算体积为网络的输入,沉淀池的费用值为网络的输出,建立单体构筑物沉淀池的费用模型。
6)  secondary clarifier
二沉池
1.
Computational fluid dynamic model for density currents in activated sludge secondary clarifier;
辐流式二沉池中异重流的计算流体力学模型研究
2.
The first strategy is to keep sludge recycle flow unchanged; the second strategy is to have recycle flow increasing in the proportion of the system's influent flow; the third strategy is to control the variation of recycle flow with inflow to secondary clarifier in proportionality.
 结合水力传递模型和二沉池模型,对水力负荷冲击下活性污泥系统的回流污泥量控制的三种策略(回流污泥量不变,回流污泥量随系统进水流量成比例增加,回流污泥量随进入二沉池的流量成比例变化)进行了初步分析比较。
3.
A novel suspended media clarifier was developed as a substitute for the secondary clarifier of conventional activated sludge process.
设计了新型悬浮填料澄清池以取代传统二沉池,为考察其运行原理及关键参数,通过中试研究了表面负荷对澄清池内部污泥分布规律及其运行周期的影响。
补充资料:沉沙池
沉沙池
sedimentation basin  

   沉淀水中大于规定粒径的有害泥沙,使水的含沙量符合水质要求并与下游渠道挟沙能力相适应的水池。其断面远大于引水渠道断面,水流至其内流速骤减,挟沙能力降低,泥沙遂沉于池中。进出口常设闸门。应在池中沉淀泥沙的最小粒径及沉于池中泥沙的沉降百分比,由用水性质确定。沉沙池按位置分为渠首沉沙池和渠系内沉沙池;按冲洗设备分为水力冲洗式沉沙池和机械清淤式沉沙池,前者又分为定期冲洗式(沉沙与冲洗交替进行)和连续冲洗式(供水和冲沙同时进行,多用于含沙量较大,颗粒较粗,且不允许中止供水的情况);按沉沙池的数目分为单室式和多室式;按平面布置分为直线形沉沙池和曲线形沉沙池。此外,黄河下游引黄灌区,常结合放淤改土使用条渠形沉沙池,淤满后即用于耕种。
   
   

山西芮城大禹渡引黄电灌站沉沙池

山西芮城大禹渡引黄电灌站沉沙池

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