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1)  modified grid flocculating tank
改型网格絮凝池
2)  lattice flocculent pond
网格絮凝池
1.
In accordance with comparison of the engineering design and the practical operation effect,the discussion was made on difference between the design requirements and the practical engineering effect in the theory design criterion of lattice flocculent pond and modified lattice flocculent pond.
结合工程设计实践与实际运行效果的对比,对网格絮凝池与改型网格絮凝池理论设计规范中的设计要求与实际工程效果之间的差距提出探讨。
3)  grid flocculation
网格絮凝
1.
Comparison of performances of mechanical flocculation and grid flocculation treating low turbidity source water by pilot-scale experiment;
机械絮凝和网格絮凝处理低浊度水源水的性能对比中试研究
4)  coagulate reactor
穿孔旋流网格絮凝池
1.
The CFD(computational fluid dynamics) software Fluent is used to simulate different hydraulic coagulate reactors.
根据絮凝反应对水力条件的要求,采用Fluent软件对水力絮凝池进行了数值模拟,根据模拟结果,对传统的絮凝池进行了改进,设计出了穿孔旋流网格絮凝池。
5)  flocculation tank
絮凝池
1.
In order to solve the problems of low efficiency of flocculation tank in the water treatment plant and high chemicals dosage,the through hole velocity of the flocculation tank was adjusted,and the reasonable velocity gradient was set.
为解决净水厂絮凝池效率低、投药量大的问题,对絮凝池的过孔流速进行了调整,合理设置了速度梯度。
6)  flocculation basin
絮凝池
1.
In view of the inappropriate energy distribution and too much hydraulic headlosses under the poor flow conditions of conventional reciprocal partition board flocculation basins,an arc design for the corner of flocculation basin and the section of partition board is proposed, and the flow structures of the conventional and improved flocculation basins are studied.
对传统往复隔板絮凝池所存在的水流条件不理想而造成的能量分配不合理、水头损失过大等问题 ,提出了将絮凝池拐角及隔板断面设计成圆弧形的方案 ,对现有絮凝池与改进后池形的水流结构进行了分析研究 ,就两种方案的不同进水流量、不同原水浊度及投药量时的水质浊度做了测试 ,同时还对不同方案及进水流量的加矾量与出水浊度的关系进行了探讨 。
补充资料:絮凝池
分子式:
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性质:通过缓缓搅动液体悬浮物而形成絮体所使用的构筑物,可借助也可不借助化学药品来进行絮凝。缓缓搅动可以增多颗粒接触机会,促进絮体增长,但是搅动过于剧烈,所产生的剪切力将使絮体破碎成更小的颗粒。只有仔细地控制搅动,才能产生大小适宜的絮体颗粒,使之迅速沉淀。

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