Runoff-generated debris flows: Observation of initiation conditions and erosion–deposition dynamics along the channel at Cancia (eastern Italian Alps)

In the Dolomitic region, abundant coarse hillslope sediment is commonly found at the toe of rocky cliffs. Ephemeral channels originate where lower permeability bedrock surfaces concentrate surface runoff. Debris flows initiate along such channels following intense rainfall and determine the progressive erosion and deepening of the channels. Sediment recharge mechanisms include rock fall, dry ravel processes and channel-bank failures. Here we document debris flow activity that took place in an active debris flow basin during the year 2015. The Cancia basin is located on the southwestern slope of Mount Antelao (3264 m a.s.l.) in the dolomitic region of the eastern Italian Alps. The 2.5 km² basin is incised in dolomitic limestone rocks. The data consist of repeated topographic surveys, distributed rainfall measurements, time-lapse (2 s) videos of two events and pore pressure measurements in the channel bed. During July and August 2015, two debris flow events occurred, following similarly intense rainstorms. We compared rainfall data to existing rainfall triggering thresholds and simulated the hydrological response of the headwater catchment with a distributed model in order to estimate the total and peak water discharge. Our data clearly illustrate how debris entrainment along the channel is the main contributor to the overall mobilized volume and that erosion is dominant when the channel slope exceeds 16°. Further downstream, sediment accumulation and depletion occurred alternately for the two successive events, indicating that sediment availability along the channel also influences the flow behaviour along the prevailing-transport reach. The comparison between monitoring data, topographical analysis and hydrological simulation allows the estimation of the average solid concentration of the two events and suggests that debris availability has a significant influence on the debris flow volume. © 2020 John Wiley & Sons, Ltd.     

A diagnostic study of the asymmetric distribution of rainfall during the landfall of typhoon Haitang (2005)

The precipitation during landfall of typhoon Haitang (2005) showed asymmetric structures (left side/right side of the track). Analysis of Weather Research and Forecasting model simulation data showed that rainfall on the right side was more than 15 times stronger than on the left side. The causes were analyzed by focusing on comparing the water vapor flux, stability and upward motion between the two sides. The major results were as follows: (2) Relative humidity on both sides was over 80%, whereas the convergence of water vapor flux in the lower troposphere was about 10 times larger on the right side than on the left side. (5) Both sides featured conditional symmetric instability [MPV (moist potential vorticity) <0], but the right side was more unstable than the left side. (6) Strong (weak) upward motion occurred throughout the troposphere on the right (left) side. The Q vector diagnosis suggested that large-scale and mesoscale forcing accounted for the difference in vertical velocity. Orographic lift and surface friction forced the development of the asymmetric precipitation pattern. On the right side, strong upward motion from the forcing of different scale weather systems and topography caused a substantial release of unstable energy and the transportation of water vapor from the lower to the upper troposphere, which produced torrential rainfall. However, the above conditions on the left side were all much weaker, which led to weaker rainfall. This may have been the cause of the asymmetric distribution of rainfall during the landfall of typhoon Haitang.     

Variability of extreme precipitation in coastal river basins of the southern mexican Pacific region

Extreme wet and dry years (± 1 standard deviation, respectively), as well as the top 95 percentile (P95) of daily precipitation events, derived from tropical cyclone (TC) and nontropical cyclone (NTC) rainfall, were analyzed in coastal river basins in Southern Oaxaca, Mexico (Río Verde, Río Tehuantepec, and the Southern Coast). The study is based on daily precipitation records from 47 quality-controlled stations for the 1961 to 1990 period and TC data for the Eastern Tropical Pacific (EPAC). The aim of this study was to evaluate extreme (dry and wet) trends in the annual contribution of daily P95 precipitation events and to determine the relationship of summer precipitation with El Niño Southern Oscillation (ENSO) and the Pacifical Decadal Oscillation (PDO). A regionalization based on a rotated principal component analysis (PCA) was used to produce four precipitation regions in the coastal river basins. A significant negative correlation (significance at the 95% level) was only found with ONI in rainfall Region 3, nearest to the Gulf of Tehuantepec. Wet years, mainly linked to TC-derived P95 precipitation events, were associated with SST anomalies (≥?0.6°C) similar to weak La Niña and Neutral cool conditions, while dry years were associated with SST positive anomalies similar to Neutral warm conditions (≤?0.5°C). The largest contribution of extreme P95 precipitation derived from TCs to the annual precipitation was observed in Region 3. A significant upward trend in the contribution of TC-derived precipitation to the annual precipitation was found only in Region 1, low Río Verde.     

典型岩溶槽谷区地下河水文动态响应研究——以重庆青木关地下河为例

为了更好地掌握重庆青木关地下河水文动态变化规律,2007年5月至2008年6月利用WGZ-1型光电数字水位计和水质监测仪(CTDP300型在线水质分析仪）,对降雨量和地下河水位、水温、pH及电导率进行了连续自动监测,并采用水文动态曲线线型分析法分析了该地下河水文动态变化对降水事件的响应。结果表明,地下河水文动态对降雨响应迅速,水位流量过程曲线线型呈不对称尖峰型,尤其在2007年7月17日出现的大暴雨事件中,最高水位为1.175m,滞后最大雨强6h10min,最大流量为2.5781m3/s,而观测中该地下河最小流量仅为0.0189 m3/s,反映出该岩溶地下河发育强烈,赋水空间较单一、含水层对水资源调蓄能力较弱。电导率、pH和水温对降雨同样快速响应,电导率由602.7μs/cm降到462.09μs/cm,pH由7.23降到7.01,水温由18.9℃上升到19.5℃,各指标滞后不超过15h。      

库水位升降联合降雨作用下库岸边坡中的浸润线研究

库岸边坡中的地下水对其稳定性有重大影响,目前还没有统一的公式用来计算岸坡中的浸润线。为此,建立隔水底板呈缓倾角的均质岸坡模型,采用稳定渗流情况下的浸润线作为非稳定渗流的初始值,推导出库水位升降联合降雨作用下该模型中浸润线的近似解析解。利用Geo-Slope中的SEEP/W程序,对浸润线的近似解析解进行验证分析,结果表明,在不同库水位升降和降雨的组合条件下,由近似解析解确定的浸润线与数值模拟结果基本一致。对库水位升降联合降雨作用下赵树岭滑坡中的浸润线进行研究,利用实测浸润线验证了近似解析解的正确性,并预测了赵树岭滑坡在快速蓄水、快速蓄水＋暴雨、快速泄水及快速泄水＋暴雨4种工况下（库水位波动范围为145～175 m）浸润线的变化情况。最后,从解析解的适用条件出发剖析了近似解析解误差产生的原因,为应用浸润线解析解解决实际问题提供依据。     

一次陕西关中强暴雨环境条件及中尺度系统分析

综合利用T213再分析资料和高时空分辨率观测资料包括地面区域逐时加密观测资料,对2007年8月8—9日陕西关中特大暴雨过程的环境条件和中尺度系统进行了分析。天气学分析表明:500 h Pa西太平洋副热带高压和青藏高原高压形成的高压坝在陕西中部断裂形成东北—西南向切变线、250 h Pa西风急流入口区右侧发散场和700 h Pa东西向切变线相互配合是特大暴雨形成的有利环境条件;低层风向快速变化使关中暴雨区低空水汽经历了减小—突然增加—快速减小的过程,关中周围水汽通过偏东气流输送至暴雨区为暴雨的发生提供了水汽和位势不稳定条件,而水汽的快速变化又形成关中暴雨的突发性和历时短而强的特征;高空反气旋涡度的发展形成强烈的"抽吸作用"、双圈垂直次级环流和强垂直上升运动及其两侧的弱下沉运动形成的不对称结构是暴雨形成的动力机制。强降水的中尺度特征分析显示:强暴雨是由一个中α尺度对流系统(MαCS)的发生发展产生的,MαCS又是由2个中β尺度对流系统(MβCS)合并发展而成,其内部对流单体的发展合并和独立加强形成岐山、礼泉和高陵3个大暴雨中心,这些对流单体的发展是由地面中尺度辐合系统产生的,强降水的强弱与地面中尺度辐合系统的强弱有很好的对应关系,地面中尺度辐合系统的形成和加强可能是强降水的触发机制和增幅原因之一。     

闽北汛期强降水中尺度特征分析

为揭示闽北暴雨的中尺度规律,利用1980~2005年南平市10县(市、区)气象站5~6月雨量大于等于50mm达到或超过3个站的43个暴雨过程129个暴雨日的逐时降水自记资料,分析了汛期暴雨日雨团和强雨团的时空分布、强度及持续时间、移动规律、雨团与影响系统的关系以及地形对雨团的产生、分布、移动等的影响等,得出闽北汛期强降水的中尺度若干特征,其结论可为预报人员在业务实践中提供有益的参考。     

基于“配料”的梅雨锋强降水预报方法

在梅雨锋暴雨预报中应用“配料法”，通过降水量的基本公式解释了强降水形成的基本配料，给出了建立配料的基本步骤，同时，通过一次暴雨个例分析，具体阐述了“配料法”在梅雨锋暴雨预报中的应用。结果表明，基于暴雨等强对流天气形成物理机理认识的基础上，所选取的可降水量等动力、热力因子与暴雨有着较好的对应关系，通过分析以上关键物理因子建立的过程，可以给出暴雨潜势预报。     

“96·8”特大暴雨和中尺度系统发展结构的非静力数值模拟

1996年8月3～5日(“96