汶川县绵虒镇板子沟“8·20”大型泥石流堵河特征及危害性预测

汶川地震后,板子沟曾发生过多次大规模泥石流,尤其是2019年“8·20”泥石流对沟口的道路桥梁以及村寨造成了严重的破坏,将主河道向对岸严重挤压,今后仍存在较大堵河的风险。文章在野外调查以及对泥石流基本特征和形成条件综合分析的基础上,分析了堵河特征,计算了不同频率下泥石流的堵河参数,并预测了各频率下溃决洪水对绵虒镇可能产生的影响。计算结果表明,频率为2％、5％和10％的泥石流造成岷江堵塞的可能性较小,假设发生堵河事件,绵虒镇也不会受到溃坝洪水的危害。频率为1％的泥石流很可能造成主河堵塞。体积约57.38×104 m3的泥石流物质可以到达岷江,形成高度约为51.61 m的堰塞坝。在主河洪水的作用下,堰塞坝发生溃坝,溃坝洪水的峰值流量为5 935.49 m3/s,到达绵虒镇后降至2 312.25 m3/s。由于相应的洪水深度（4.00 m）大于防护堤的高度（3.50 m）,因此溃坝洪水很可能会对绵虒镇防护堤附近民房造成破坏。为今后大型泥石流堵河特征的分析,以及溃决洪水对下游城镇可能造成的影响提供了参考。     

Development of FLEMOcs – a new model for the estimation of flood losses in the commercial sector

Abstract

The estimation of flood damage is an important component for risk-oriented flood design, risk mapping, financial appraisals and comparative risk analyses. However, research on flood-loss modelling, especially in the commercial sector, has not gained much attention so far. Therefore, extensive data about flood losses were collected for affected companies via telephone surveys after the floods of 2002, 2005 and 2006 in Germany. Potential loss determining factors were analysed. The new Flood Loss Estimation MOdel for the commercial sector (FLEMOcs) was developed on the basis of 642 loss cases. Losses are estimated depending on water depth, sector and company size as well as precaution and contamination. The model can be applied to the micro-scale, i.e. to single production sites as well as to the meso-scale, i.e. land-use units, thus enabling its countrywide application.

Citation Kreibich, H., Seifert, I., Merz, B. & Thieken, A. H. (2010) Development of FLEMOcs – a new model for the estimation of flood losses in the commercial sector. Hydrol. Sci. J. 55(8), 1302–1314.     

1999年我国天气气候特点

１９９９年我国主要天气气候特点可概括为：大部地区冬春连旱,夏季南涝北旱,秋季旱渍并存。全国持续偏暖,但幅度已较１９９８年有所下降,而且阶段性变化也更趋明显,部分地区遭受了高温或低温霜冻危害。热带风暴生成和登陆我国的个偏省;沙尘暴异常偏早;风雹偏省,损失轻;雾日较多。     

Rainfall flood hazard at nuclear power plants in India

Flood hazard evaluation is an important input for Nuclear Power Plants external events safety studies. In the present study, flood hazard at various nuclear sites in India due to rainfall has been evaluated. Hazard estimation is a statistical procedure by which rainfall intensity versus occurrence frequency is estimated from historical records of rainfall data and extrapolated with asymptotic extreme value distribution. Rainfall data needed for flood hazard assessment are daily annual maximum rainfall (24?h data). The observed data points have been fitted using Gumbel, power law and exponential distribution, and return period has been estimated. To study the stationarity of rainfall data, a moving window estimate of the parameters has been performed. The rainfall pattern is stationary in both coastal and inland regions over the period of observation. The coastal regions show intense rainfall and higher variability than inland regions. Based on the plant layout, catchment area and drainage capacity, the prototype fast breeder reactor (PFBR) site is unlikely to be flooded.     

An inter‐basin backwater overflow (the Buhai Brook and the Ezer reservoir on the Jijia River,Romania)

During the last few years, the north‐western part of Romania has been affected by catastrophic floods with most of the watercourses reaching their highest recorded discharges. This study reports the generation of a numerical terrain model and the simulation of a backwater phenomenon at elevation steps according to the volume of water accumulated at the confluence of the Buhai Brook with the Jijia River. The hydrological data are complemented by rainfall data and the careful recording of the flood behaviour during the entire period of its development. The main aim of the study is to identify the causes of the backwater phenomenon and to highlight the material damage inflicted on the town of Dorohoi. At the same time, the study uses cartographic model that was developed to establish which areas are at risk of flooding at various levels of probability. The catastrophic flood began on the Buhai Brook, a slow‐flowing stream that drains the areas to the west of the town of Dorohoi and discharged into the upstream sector of the Jijia confluence. The flood caused two types of backwater waves: one behind the bridges and the houses built on the floodplain and a second that followed the course of the main stem (Jijia) upstream from the confluence, flooding the Ezer Lake, which was created specifically to attenuate such floods. The spillway backwater phenomenon was inter‐basin as it did not occur in a single hydrographic basin. The causes of the catastrophic flash flood and of the inter‐basin backwater overflow are natural but also reflect anthropogenic influence. After the lake filled, the discharge into the Jijia was controlled and the flooding downstream was thus greatly diminished. Though fortuitous, the backwater flooding was important in mitigating the impact of the flood wave from the Jijia River. Copyright © 2013 John Wiley & Sons, Ltd.     

2012年广东省前汛期气候特点及其成因初步分析

2012年前汛期(4～6月),我省平均气温较常年偏高0.9℃,降水量较常年偏多13.2%。前汛期主要气候特点表现在:4月降水异常偏多71.4%,5月下旬至6月中旬的龙舟水明显偏少,强对流天气频发,热带气旋影响偏早、总体灾情轻。大气环流仍然表现为对前期结束的拉尼娜事件的滞后响应,西太平洋副高强度偏弱、面积偏小、西伸脊点偏东,有利于北方弱冷空气南下与异常旺盛的西南暖湿气流在华南地区汇合,是前汛期内降水偏多的主要原因。     

2000年我国天气气候特点

2000年我国主要天气气候特点为：全国大部地区降水偏少或接近常年，出现全国性干旱，特别是北方地区春夏季遭遇多年来罕见的特大干旱，汛期未发生大范围的暴雨洪涝灾害，秋季黄淮以南地区出现持续连阴雨天气，全国大部分气温接近常年成偏高，持续暖冬态势发生转折，夏季高温酷热，春季北方扬沙和沙尘暴天气异常频繁，登陆我国台风个数偏少，风雹等强对流天气明显偏少。     

2008-2015年北京高速公路道面结冰特征分析

道面结冰是北京地区高速公路交通安全的主要危害因素。利用北京地区2008-2015年28个ROSA交通气象站的结冰数据分析了北京地区高速公路道面结冰的基本特征。结果表明：（1）北京市高速公路道面结冰空间差异显著,不同高速公路结冰特征显著不同,同一高速公路不同路段结冰特征也明显不同,这与高速公路各路段局地气候存在差异有关。（2）道面结冰主要发生在北部和东部高速公路所在路段,以小汤山西桥站、顾家庄桥站、六道口桥站和丁各庄桥站道面结冰灾害最为严重。冬季道面结冰月变化显著,11月和3月,结冰次数较少,结冰持续时间短;12月、1月和2月结冰次数多,结冰持续时间长。（3）持续时间越长的结冰过程结冰次数越少。不同持续时间的结冰过程在各时段的结冰次数和累积结冰时长均存在明显差异,两者在各时刻的演变特征基本相同,峰值均出现在22：00,且在00：00之后呈明显减少趋势。（4）大部分站点慢车道比快车道更容易结冰,少部分站点快、慢车道结冰率近似,有的站点甚至快车道结冰率远高于慢车道。快、慢车道水或覆盖物厚度与交通站点所处位置的局地气象条件密切相关。（5）气温、道面温度和大地温度与水或覆盖物的厚度变化呈反相位,即温度越低,水或覆盖物的厚度越大。这可为北京地区道面结冰预报预警方法的开展提供着眼点和依据。     

近45 a浙江连阴雨时空分布的环流特征及成因

利用1973—2017年浙江省63个常规气象观测站的日降水资料及NCEP/NCAR提供的月平均海温场、风场、高度场和湿度场以及射出长波辐射(OLR)场等再分析资料,运用EOF和距平合成以及t检验等方法,分析了近45 a浙江省2—4月总连阴雨日数的时空分布与全省一致连阴雨分布型的大气环流场及海温场,OLR场等的分布特征,并探讨其成因。结果表明:浙江省2—4月总连阴雨日数空间分布主要有全省一致型、南北相异型两种类型。当欧亚大陆中高纬度为乌拉尔山脊偏强(弱),鄂霍次克海地区槽偏强(弱),副高强度偏强(弱),易发全省一致偏多(少)型连阴雨;浙江上空OLR为负距平区易发生全省一致偏多型连阴雨,浙江上空OLR为正距平区易发生全省一致偏少型连阴雨;全省一致偏多型赤道中东太平洋海温明显偏暖,而全省一致偏少型赤道中东太平洋海温明显偏冷;赤道西太平洋海温为反位相。厄尔尼诺次年,全省一致偏多型连阴雨易发生;拉尼娜次年,全省一致偏少型连阴雨易发生。