FLOW FIELD IN SCOURED ZONE OF CHANNEL CONTRACTIONS

Experiments were conducted in a laboratory flume to measure the two-dimensional turbulent flow field in the scoured zone of channel contractions under a clear-water scour condition. The Acoustic Doppler Velocimeter (ADV) was used to detect the flow field at different vertical lines along the centerline of uncontracted (main channel) and contracted zones of the channel. The distributions of time-averaged velocity components, turbulent intensity, turbulent kinetic energy, and Reynolds stresses are presented in nondimensional graphical form. The bed shear stresses are computed from the measured Reynolds stresses being in threshold condition within the zone of contraction where bed was scoured. The data presented in this paper would be useful to the investigators for the development of kinematic flow model and morphological model of scour at a channel or river contraction.     

“如果上海再晚几个月解放,你们就要成流浪儿了”

我是在重庆出生的,后来跟着父亲来到上海,住在常德路恒德里148号。关于隐蔽战线斗争的事,父亲从来不说。比如营救民主党派人士张澜等人的事情,《开国大典》等电影里也有反映,我也是后来才知道和父亲那个系统有关。他嘴巴非常紧,不对我们说,要说也是一些互不关联的小故事。     

淮河上游大暴雨的水分平衡

分析了淮河上游大暴雨过程的水汽来源和暴雨区的水分平衡。结果说明，暴雨区除有大量水汽净通量外，还有相当数量的水分来自云的净输送，尤其是大暴雨中心附近，积雨云团的净通量决定降水量的大小。因此，分析云的移动和变化是暴雨预报的重要课题。     

参加第4届风送沙尘对气候影响试验会议总结

1会议概况 2000年，中国科学院和日本科学技术厅签署了“风送沙尘的形成、输送机制及其对气候与环境影响的研究”项目的实施协议。作为中国沙尘四大源区之一的新疆成为了本项目的重点研究地区。研究的目的是通过多种手段全方位对沙尘暴的形成机制进行多学科的观测研究，为今后研究沙尘暴的形成、输送机制以及对环境和气候的影响积累窜啬的其础咨料．     

斜井长距离混凝土泵送技术

以降云顶隧洞混凝土泵送为例,分析了斜井长距离混凝土泵送存在的问题、堵管机理及解决的方法,并论述了斜井长距离混凝土泵送设计与操作流程。     

段老汉送礼

2月4日,立春日,农历腊月二十一。 年味浓浓,喜气洋洋。街上赶集的人们忙忙碌碌,都在大兜小袋地置办着年货。然而,上断村年逾花甲的段老汉却乐呵呵地走进了陕县西李村国土资源所。     

斜井送排式通风隧道的火灾救援通风研究

公路隧道发生火灾开启横通道后,形成通风网络。本文以重庆地区吕家梁隧道为工程依托,进行了斜井前后不同位置发生火灾的通风网络模拟。结果表明,斜井前发生火灾时,受斜井浮力效应、风流密度变化等的影响,主风机的工作压力降低,而体积流量增加;当火灾发生在斜井前隧道时,采用斜井单抽方式可实现全部火灾烟流从竖井中排除,斜井前设射流风机增压调节、斜井后设射流风机增阻调节是一较好方案;对于斜井后发生火灾,采用全射流火灾通风和斜井压入两种通风方案均能满足火灾风流控制要求,虽然后者需要开启轴流风机,通风能耗大,但火灾通风的时效性要好于前者。     

Indicators and impact analysis of sediment from the Changjiang Estuary and East China Sea to

Based on the historical evolution of the Hangzhou Bay, by making use of the conclusions made by the previous research workers and the integration of concrete data, five distinct impact indicators of the sediment from the Changjiang Estuary and the East China Sea to the Hangzhou Bay are summarized. Numerical calculation and analysis indicate that the scouring and deposition of seabed in the Hangzhou Bay are subject to the direct impact of the evolution of the Changjiang Estuary, and the growth and decline and the direction of the sandy bar at Nanhuizui give traces to the sediment transport between the Changjiang Estuary and the Hangzhou Bay. The transport of sediment from the Changjiang Estuary to the Hangzhou Bay occurs mainly in winter and spring seasons and the increase of the Changjiang River runoff and the decrease of sediment charge have caused scouring in the northern coast of the Hangzhou Bay and the seabed erosion along the frontal margin of the Changjiang River Delta.     

A 2D Mathematical Model for Sediment Transport by Waves and Tidal Currents

In this study, the combined actions of waves and tidal currents in estuarine and coastal areas are considered and a 2D mathematical model for sediment transport by waves and tidal currents has been established in orthogonal curvilinear coordinates. Non-equilibrium transport equations of suspended load and bed load are used in the model. The concept of background concentration is introduced, and the formula of sediment transport capacity of tidal currents for the Oujiang River estuary is obtained. The Dou Guoren formula is employed for the sediment transport capacity of waves. Sediment transport capacity in the form of mud and the intensity of back silting are calculated by use of Luo Zaosen＇ s formula. The calculated tidal stages are in good agreement with the field data, and the calculated velocities and flow directions of 46 vertical lines for 8 cross sections are also in good agreement with the measured data. On such a basis, simulations of back silting after excavation of the waterway with a sand bar under complicated boundary conditions in the navigation channel induced by suspended load, bed load and mud by waves and tidal currents are discussed.