Variations in the architecture of hydraulic‐jump bar complexes on non‐eroding beds

Sediment accumulation downstream of hydraulic jumps can occur in many settings but the architectures of such deposits are poorly documented. Here, three flume runs were used to examine the influence of sediment grain size and transport rate on the characteristics of hydraulic‐jump unit bars. In one of these runs six hydraulic‐jump unit bars formed a hydraulic‐jump bar complex. In another, the same sediment was supplied more quickly and only two unit bars formed. In the third run with the same sediment supply rate, but different grain size, only one large unit bar formed. All unit bars developed in a similar way but their size and internal architecture differed; they all resulted from a reduction in sediment transport capacity at the transition from supercritical flow to subcritical flow in the hydraulic jump. After initial onset of sedimentation and unit bar formation, generation of subsequent unit bars may be: (i) related to small changes in sediment flux; and (ii) independent of changes in the hydraulic jump. Continued sedimentation caused changes from oscillating to weak hydraulic jumps and hydraulic‐jump unit bars formed in both circumstances. The flow of water and suspended sediment becomes shallower over the lee of the bar complex. This leads to flow acceleration and a return to supercritical flow conditions. In turn, a chain of such features can form and generate a chute and pool bed morphology. There is an inherent upper size limit to a hydraulic‐jump bar complex due to the changing flow conditions over the growing deposit as the water above it becomes shallower. There is also an amplitude minimum for the development of foresets and subsequent unit bar growth. Hydraulic‐jump unit bars have architectures that should be recognizable in the rock record and because their size is constrained by the flow conditions, their identification should be useful for interpreting palaeoenvironment.     

φ178 mm减震器在东北工区的试验应用

东北工区松辽盆地东南隆起的地层多为中生界白垩系地层。登娄库组中上部以上地层可钻性好,机械钻速高;登娄库组中部以下地层可钻性逐渐变差,砂岩致密,泥岩坚硬,钻进中跳钻特别频繁并且严重,转盘转速越高跳钻越严重,对钻头、钻具、设备等使用影响很大。通过试验使用减震器,减小了跳钻的影响,机械钻速平均提高了21%,钻井周期平均缩短了1.27天,使钻井综合成本有了一定幅度的降低,并且大大减轻了对设备、钻具所产生的潜在危害和影响。     

Flow patterns, sedimentation and deposit architecture under a hydraulic jump on a non-eroding bed: defining hydraulic-jump unit bars

This paper presents results from two flume runs of an ongoing series examining flow structure, sediment transport and deposition in hydraulic jumps. It concludes in the presentation of a model for the development of sedimentary architecture, considered characteristic of a hydraulic jump over a non-eroding bed. In Run 1, a hydraulic jump was formed in sediment-free water over the solid plane sloping flume floor. Ultrasonic Doppler velocity profilers recorded the flow structure within the hydraulic jump in fine detail. Run 2 had identical initial flow conditions and a near-steady addition of sand, which formed beds with two distinct characteristics: a laterally extensive, basal, wedge-shaped massive sand bed overlain by cross-laminated sand beds. Each cross-laminated bed recorded the initiation and growth of a single surface feature, here defined as a hydraulic-jump unit bar . A small massive sand mound formed on the flume floor and grew upstream and downstream without migrating to form a unit bar. In the upstream portion of the unit bar, sand finer than the bulk load formed a set of laminae dipping upstream. This set passed downstream through the small volume of massive sand into a foreset, which was initially relatively coarse-grained and became finer-grained downstream. This downstream-fining coincided with cessation of the growth of the upstream-dipping cross-set. At intervals, a new bed feature developed above and upstream of the preceding hydraulic-jump unit bar and grew in the same way, with the foreset climbing the older unit bar. The composite architecture of the superimposed unit bars formed a fanning, climbing coset above the massive wedge, defined as one unit: a hydraulic-jump bar complex .     

A universal vertical stellar density distribution law for the Galaxy

This article applies nonstandard analysis to derive jump conditions for one-dimensional, diverging, magnetogasdynamic shock waves emerging on the surface of a star. It is assumed that the shock thickness occurs on an infinitesimal interval and the jump functions for the flow parameters occur smoothly across this interval. Predistributions of the Heaviside function and the Dirac delta measure are used to model the flow variables across a shock wave. The equations of motion expressed in nonconservative form are then applied to derive unambiguous relationships between the jump functions for the flow parameters. It is shown here that the equations modeling a family of magnetogasdynamic shock waves yield products of generalized functions that may be analyzed consistently using nonstandard predistributions.     

GNSS数据质量分析

GNSS载波相位观测值受观测噪声和接收机钟跳等的影响,其周跳检验量序列随时间发生变化。为构造稳健而又敏感的周跳检验量,需对不同系统的卫星数据质量进行分析,而多路径效应和信噪比则是影响观测数据质量的重要指标。本文重点分析了GPS与BDS卫星数据的多路径效应及信噪比,并提出了一种接收机时钟的钟跳探测方法,即采用双频相位观测值的O-C值,通过消电离层线性组合进行钟跳探测。     

一种北斗二代卫星钟差的数据质量控制方法

考虑北斗二代卫星长期钟差序列中存在的钟跳、粗差及数据缺失现象,提出一种钟差序列的数据质量控制方法。利用频率序列识别钟跳,采用阈值法进行异常数据段剔除以及结合MAD和Baarda数据探测法共同进行粗差探测与剔除,再利用线性内插对缺失数据进行插补,得到干净的钟差序列。实测数据表明,这种钟差质量控制策略可以显著提高北斗钟差序列信息提取的准确性以及钟差预报精度。     

A Comparison of the Characteristics of Total and Cloud-to-Ground Lightning Activities in Hailstorms

The region of Beijing-Tianjin-Hebei is covered by two different lightning detection networks: SAFIR (Systeme d’Alerte Fondre par Interferometrie Radioelecctrique) for total lightning, including IntraCloud (IC) flashes and Cloud-to-Ground (CG) flashes, and the ADTD (ADvanced TOA and Direction system; TOA denotes time of arrival) network of China for CG lightning. Fourteen isolated hail-bearing thunderstorms in this region were examined in this study, using the data of SAFIR and ADTD. The peak of lightning frequency, for both total lightning and CG lightning, was often observed in advance of the occurrence of hailstones on the ground, with a trend of a rapid increase of lightning frequency before the hail was reported. The average lead times of the two types of lightning jump before hail events were obtained (total lightning: 32.2 min; CG: 25.4 min) through the 2σ lightning jump algorithm. Additionally, in hailstorms with a high ratio of positive CG flashes, the diameter of hail was larger and the duration of hail was longer; when negative CG flashes dominated, the diameter of hail was relatively small. The comparison of the characteristics of total lightning and CG flashes in hailstorms in this study is expected to serve as a supplementary tool for hail forecasting.     

形变数字化观测曲线畸变与处理——兼论资料预处理中遇到的一些问题

数字化形变台站日常下载、处理直至管理数据,都应用《数字化通讯控制软件》、《形变前兆台站(网)数据处理系统》及《形变前兆数据库服务软件(台站版)》等三个软件交互进行,在实际使用过程中会遇到一些棘手的问题。本文结合我台的观测工作的实践,总结经验,以供台站同行共享。     

宽浅陡槽水流动量分布特性及影响分析

对宽浅陡槽水流特性及其对下游消能衔接影响进行了试验研究。首先通过对浅层急流边界层的发展、掺气特点的分析探讨,得到了宽浅陡槽水流阻力损失比一般陡槽急流大许多的能量损耗特点及相应流速系数的范围值。分析了不同水流、边界条件下宽浅陡槽水流动量分布的特性,发现宽深比<40而流量较大时,陡槽末端呈“马鞍型”动量横向分布,具有较强的稳定性与抗干扰性;宽深比>40而流量较小时,陡槽末端呈“椭圆型”动量横向分布,这种态势缺乏对外界干扰的遏制能力,稳定性很差。指出,宽浅陡槽末端水流不稳定源于浅层急流断面动量横向分布缺乏强大的两翼控制,形成微小干扰累加递增作用,最终导致末端水跃的不稳与消能不充分,并提出了调整动量分布改善下游衔接水流稳定性的措施。     

The mistral and its effect on air pollution transport and vertical mixing

Within the framework of ESCOMPTE, the influence of local wind systems like land–sea/mountain–valley winds on the distribution of air pollutants in the southern part of the Rhône valley and the coastal regions of southern France was investigated. In addition, the influence of the mistral on the long-range transport and vertical mixing of such substances on July 1, 2001 was analyzed. The results of the measurements of this mistral situation show high concentrations of O₃ and NO₂ in the layer just above the PBL at the southern exit of the Rhône valley near Avignon. By measurements from airborne and ground-based platforms and numerical simulations with the “Local Model” (LM) of the German Weather Service (DWD), it is shown that the mistral develops according to the theory conceived by Pettré [J. Atmos. Sci. 39 (1982) 542–554]. The synoptic-scale northerly flow through the Rhône valley is accelerated up to a Froude number (Fr) of 2.1, while the valley widens. Then, near the Mediterranean coast, a hydraulic jump occurs and Fr drops down to values below 1.0. High ozone concentrations of 112 ppb measured above the mistral layer disappear due to enhanced mixing after the flow has passed the hydraulic jump. There is some evidence that the ozone-rich air originates from the source region of greater Paris or upwind. The results confirm that regional wind systems associated with transport of trace gases in the high-grade industrialized Rhône valley can be successfully predicted using data of operational weather forecast models.