1) hydraulic retention time distribution
水力停留时间分布
2) hydraulic residence time distribution curve
水力停留时间分布函数
3) residence time distribution
停留时间分布
1.
Stochastic modeling of particle residence time distribution in impinging-streams gasifier;
撞击流气化炉内颗粒停留时间分布的随机模拟
2.
Advances in residence time distribution techniques in membrane separation applications;
停留时间分布技术在膜分离应用中的研究进展
3.
Liquid residence time distribution in an entrained flow reactor;
射流携带床反应器液体停留时间分布及模拟
4) RTD
停留时间分布
1.
In this paper,the residence time distribution(RTD)of fluid in jet- entrained bed reactor is measured with pulse induction of sample,factors which influencing RTD are also investigated.
本文使用脉冲进样法测定了气流喷射床反应器液体的停留时间分布(RTD),并用Fluent软件模拟了实验,初步考察了影响停留时间分布的各因素。
2.
The fluid flow and residence time distribution(RTD) in Taylor vortex flow reactor were experimentally studied with water as medium.
结果表明,在实验范围内,泰勒反应器中停留时间分布受内筒转速、轴向流动速率等因素影响,基于流体力学计算结果与实验结果基本相当。
3.
The concept of Residence Time Distribution (RTD) with a certain extent of back-ndxing was introduced.
将“停留时间分布（RTD）”概念引入换热过程研究。
5) retention time distribution
停留时间分布
1.
The progress of the testing method and device of material retention time distribution;
物料停留时间分布测试方法及装置进展
2.
The retention time distribution of the bubble column and internal airlift loop bioreactor was measured with a pulse tracing technique for comparison of mixing characteristics.
用脉冲示踪法测试了鼓泡塔和内循环气升式生物反应器的停留时间分布,对其流动混合特性作了比较研究。
3.
Tracer technique was used to study the retention time distribution(RTD) in these bioreactors and a combinational mathematical model was also established for describing the retention time distribution in the bioreactors.
用示踪技术测定了流体在BC、IAL和IAL-CHS反应器内的停留时间分布,并用组合模型建立了描述反应器中流体停留时间分布的数学模型。
6) equal residence-time distribution
等停留时间分布
1.
Study of the equal residence-time distribution of liquids on large-diameter trays(Ⅰ)Experimental measurement methods and analysis of the distribution pattern of liquid flows;
大型塔板液体等停留时间分布的研究(Ⅰ)——实验测试方法和液流分布模式分析
补充资料：水力停留时间
分子式：
CAS号：
性质：以一给定流量取代水池中或容器中的容纳物量所需的理论时间。可以池子容积除以流量计算求得。但实际上，由于池内水流分布不均造成短流，实际停留时间大大小于理论停留时间。废水处理中水力停留时间愈长，则池子容积愈大，基建和运行费用也愈高。
CAS号：
性质：以一给定流量取代水池中或容器中的容纳物量所需的理论时间。可以池子容积除以流量计算求得。但实际上，由于池内水流分布不均造成短流，实际停留时间大大小于理论停留时间。废水处理中水力停留时间愈长，则池子容积愈大，基建和运行费用也愈高。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条