Fully developed turbulence measurements in pipe flow were made in the Reynolds number ranging from 10 x 10~3 to 350 x 10~3 with a hot-wire anemometer and a Pitot tube.Comparisons were made with the experimental result...Fully developed turbulence measurements in pipe flow were made in the Reynolds number ranging from 10 x 10~3 to 350 x 10~3 with a hot-wire anemometer and a Pitot tube.Comparisons were made with the experimental results of previous work.The mean velocity profile and the turbulent intensity in the experiments in- dicate that for the mean velocity profile,in the fully developed turbulent pipe flow, von Kármán's constant κ is a function of Reynolds number,i.e.κ increases slowly with the Reynolds number.The empirical relationships could not be considered to be accurate enough to describe the fully developed turbulence over the whole Reynolds number range in pipe flow.展开更多
The steady laminar pipe flow of a suspension with a gas volume fraction ∅≤0.5 and small or intermediate bubble deformations in long, and straight sections of a circular pipe is calculated. The calcula...The steady laminar pipe flow of a suspension with a gas volume fraction ∅≤0.5 and small or intermediate bubble deformations in long, and straight sections of a circular pipe is calculated. The calculations are based on the constitutive equation that was originally derived for dilute emulsions and further developed for concentrated suspensions containing bubbles. In contrast to the literature, an analytical procedure is used to determine the solution of a pipe flow more accurately. The results are presented and discussed with respect to the Reynolds number Re and capillary number Ca. If Ca 1, a bubble suspension has a parabolic velocity profile indicating a Newtonian rheology. If Ca ≈1, two regimes of flow are observed in agreement with the literature;that is, an inner plug flow where deformation rates are low and an outer flow where deformation rates are high. These results imply that, if Ca ∅?and that, if Ca ≥1, the opposite effect occurs;that is, the Reynolds number Re increases with increasing gas volume fraction.展开更多
针对郑州市高新区城市排水特点,应用暴雨洪水管理模型(stom water management model,SWMM)模型建立城市排水模型,其中下渗模型采用径流曲线数(soil conservation service curve number,SCS-CN)法体现城市下垫面对城市内涝的影响。利用...针对郑州市高新区城市排水特点,应用暴雨洪水管理模型(stom water management model,SWMM)模型建立城市排水模型,其中下渗模型采用径流曲线数(soil conservation service curve number,SCS-CN)法体现城市下垫面对城市内涝的影响。利用该模型对不同重现期实测降雨条件下的超载管段和积水节点进行模拟分析:根据超载时长将超载管段划分为安全超载管段、积水超载管段和内涝超载管段;根据积水时长将积水节点划分为积水点、内涝点和洪涝点;同时根据不同重现期降雨条件下的管网流量与管网最大充满度,将超载管段分为4种情况。研究结果表明:模型能较好地模拟郑州市高新区城市暴雨内涝情况,但高新区雨水管网系统不能很好地应对郑州市排水规范中的设计重现期暴雨;郑州市高新区排水管网超载管段和积水节点产生原因各有不同,但二者具有紧密的正相关关系,超载管段两端的节点更易产生溢流,由此形成4个明显的易涝区。展开更多
基金The project supported by the Deutscher Akademische Austauschdienst (DAAD)
文摘Fully developed turbulence measurements in pipe flow were made in the Reynolds number ranging from 10 x 10~3 to 350 x 10~3 with a hot-wire anemometer and a Pitot tube.Comparisons were made with the experimental results of previous work.The mean velocity profile and the turbulent intensity in the experiments in- dicate that for the mean velocity profile,in the fully developed turbulent pipe flow, von Kármán's constant κ is a function of Reynolds number,i.e.κ increases slowly with the Reynolds number.The empirical relationships could not be considered to be accurate enough to describe the fully developed turbulence over the whole Reynolds number range in pipe flow.
文摘The steady laminar pipe flow of a suspension with a gas volume fraction ∅≤0.5 and small or intermediate bubble deformations in long, and straight sections of a circular pipe is calculated. The calculations are based on the constitutive equation that was originally derived for dilute emulsions and further developed for concentrated suspensions containing bubbles. In contrast to the literature, an analytical procedure is used to determine the solution of a pipe flow more accurately. The results are presented and discussed with respect to the Reynolds number Re and capillary number Ca. If Ca 1, a bubble suspension has a parabolic velocity profile indicating a Newtonian rheology. If Ca ≈1, two regimes of flow are observed in agreement with the literature;that is, an inner plug flow where deformation rates are low and an outer flow where deformation rates are high. These results imply that, if Ca ∅?and that, if Ca ≥1, the opposite effect occurs;that is, the Reynolds number Re increases with increasing gas volume fraction.
文摘针对郑州市高新区城市排水特点,应用暴雨洪水管理模型(stom water management model,SWMM)模型建立城市排水模型,其中下渗模型采用径流曲线数(soil conservation service curve number,SCS-CN)法体现城市下垫面对城市内涝的影响。利用该模型对不同重现期实测降雨条件下的超载管段和积水节点进行模拟分析:根据超载时长将超载管段划分为安全超载管段、积水超载管段和内涝超载管段;根据积水时长将积水节点划分为积水点、内涝点和洪涝点;同时根据不同重现期降雨条件下的管网流量与管网最大充满度,将超载管段分为4种情况。研究结果表明:模型能较好地模拟郑州市高新区城市暴雨内涝情况,但高新区雨水管网系统不能很好地应对郑州市排水规范中的设计重现期暴雨;郑州市高新区排水管网超载管段和积水节点产生原因各有不同,但二者具有紧密的正相关关系,超载管段两端的节点更易产生溢流,由此形成4个明显的易涝区。
