1) secondary clarifier model
二沉池模型
2) Takàcs settling model
Takács二沉池模型
3) 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
4) 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。
5) secondary sedimentation tank
二沉池
1.
Research on aeration coagulation for secondary sedimentation tank effuent of municipal wastewater;
城市污水处理厂二沉池出水曝气混合絮凝的研究
2.
As a substitute for traditional secondary sedimentation tank,suspended medium filter has advantages such as less land occupancy area,good effluent quality,easy backwashing and subsequent bio-oxidation.
悬浮填料滤池作为传统二沉池的代用构筑物具有占地面积少、出水水质好、冲洗简便且具有一定后续生物氧化作用等优点。
3.
A simulated activated sludge system was composed by ASM1 and secondary sedimentation tank model.
结合ASM1和二沉池模型组成活性污泥模拟系统,将某污水处理厂的常规检测数据转化为活性污泥系统模型所需的组分数据,然后调整模型参数,使污水处理厂出水指标最接近于污水处理厂实际数据,从而确定适合该污水处理厂的模型参数,最后对该污水处理厂的工艺参数进行了模拟改造。
6) Final settling basin
二沉池
1.
Good flows in a final settling basin may be influenced by the density current.
二沉池中异重流的存在影响了二沉池的良好流态，在二沉池中进水口要设置导流装置，如挡板，能减少异重流的影响。
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。
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参考词条