Experimental study of the woody debris trapping efficiency of a steel pipe,open sabo dam

In recent years, the damage caused to human settlements in Japan by large woody debris (LWD) has been increasing. For example, the 2013 Izu Oshima typhoon resulted in a large number of fatalities and missing persons, and the Kagoshima Typhoon Disaster and Northern Kyusyu torrential downpour caused vast infrastructure damage due to the associated LWD. Current countermeasures for preventing LWD are insufficient to maintain the safety of residential areas. One type of protective barrier, the open sabo dam, has been constructed in Japan during the past 30 years. The primary function of open sabo dams is to block the flow of boulders, thereby also reducing sediment flow by reducing the gap size. However, because Japanese open sabo dams are designed specifically for boulder-trapping, the ability of these dams to trap LWD remains uncertain. In particular, many problems have been reported with respect to sediment trapping by driftwood with roots in an open sabo dam setting. The objective of this study was to examine the trapping efficiency of open sabo dams for LWD and sediment. The experimental approach clarified the influence of driftwood, without and with roots, on sediment trapping for a straight-channel flume. The flexible roots of the driftwood were shown to have a significant effect on the sediment trapping efficiency of the dam.     

小冬克玛底和海螺沟冰川的物质平衡(英)

Studying the mass balance on the Xiao Dongkemadi Glacier and Hailuogou Glacier shows that the mass balance variation of continent type glacier in the interior of the plateau is in the same phase with that of the marine type glacier in the southeast margin of the plateau. However, the mass balance in the continent type glacier is always positive, and the marine type glacier is in large negative mass balance. The continent type glacier is slow to climate change and the marine glacier is sensitive to climate change.     

天山乌鲁木齐河源1号冰川物质平衡对气候变化的敏感性研究

应用度日物质平衡模式对天山乌鲁木齐河源１号冰川物质平衡及平衡线高度对气候变化的敏感性进行了研究．结果表明,位于大陆性气候区且具有暖季补给特征的乌鲁木齐河源１号冰川物质平衡对气候变化的敏感性要小于海洋性冰川,升温１℃或增加２０％的降水可引起平衡线上升８１ｍ或下降３１ｍ．此外,气温与降水在物质平衡形成过程中的作用是不同的,气温引起物质平衡剖面以旋转方式变化,而降水可导致其平移方式的响应．若未来升温２℃时,即使降水增加３０％,１号冰川向负平衡变化仍然不能得到遏制．     

拱坝坝肩三维稳定可靠度分析

以随机块体理论为基础,建立了拱坝坝肩三维稳定可靠度分析的计算模型,推导了用全概率法分析其可靠度的基本公式,研制的电算程序用于实际工程,得到了比较合理的计算结果,验证了本方法的可行和实用性。     

A review of considerations on seismic safety of embankments and earth and rock-fill dams

An attempt has been made to summarise the methods of approach used in assessing the dynamic behaviour and safety of earth and rock-fill dams under seismic shaking until about the present time, from the soil engineer's point of view. Shortcomings of the pseudo-static method, procedures to estimate the permanent deformations, liquefaction effects, and experience gained from the previous events have been reviewed. Observing that the most important cause of instability is the occurence liquefaction during ground motions, cyclic approach and steady-state approach in assessing the liquefaction potential have been addressed and recent practical approaches of analysis and design have been referred. It has been found noteworthy to recall that incidence of failure or serious damage to well-engineered dams has not been experienced, even under strong ground shaking.     

大型天然水体的环境效应研究

结合典型实例,论述大型天然水体－－堰塞湖从形成到消亡过程中产生的灾害链和环境效应链,包括堰塞湖的淹没、边岸再造、堰塞沉积物、次生洪水、永久性不良地质环境的灾害和环境效应对人民生命财产的威胁,以及对水利水电、航运、公路和铁路工程的不良影响。     

Discrete modelling of time‐dependent rockfill behaviour

This modelling study deals with the time‐dependent behaviour of rockfill media, which is of particular interest during the life of rockfill dams. Breakage of rock blocks and crack propagation are the main processes responsible for rockfill creep and collapse. The modelling procedure presented here is performed on two scales: on the rock block scale, where the grain is taken to be an assembly of rigid particles initially endowed with cohesive bonds, and on the rockfill scale, which is taken to involve a set of breakable grains interacting via contact and friction processes. The grain breakage process is described in term of a thermodynamically consistent damage interface model, where the damage is a gradual delayed process. This model was implemented in a non‐smooth contact dynamics code. The effects of the main parameters involved were analysed by performing numerical studies. The ability of the model to predict the creep behaviour of rockfill media is confirmed by presenting several simulations. Copyright © 2008 John Wiley & Sons, Ltd.     

深厚覆盖层上高土石坝极限抗震能力分析

针对强震区深厚覆盖层上高土石坝的特点,在三维真非线性有效应力地震反应分析基础上,提出了一套深厚覆盖层上高土石坝极限抗震能力的研究方法。从稳定、变形、防渗体安全等方面,对建在深厚覆盖层上的长河坝高心墙堆石坝的极限抗震能力进行了研究和分析。根据坝坡稳定性、地震残余变形、液化可能性、单元抗震安全性、防渗心墙及坝基防渗墙安全等多角度的评价结果,初步认为,长河坝的极限抗震能力为0.50～0.55g。     

青藏高原纳木错流域扎当冰川度日因子特征及其应用

根据青藏高原念青唐古拉峰北坡纳木错流域扎当冰川2007和2008年消融期的物质平衡和气象观测资料,计算了冰川冰和雪的度日因子值,分析了冰川度日因子的时空变化及影响因素.结果表明:扎当冰川雪的度日因子值为5.3mm·d-1·℃-1;不同海拔冰的度日因子在4.0～14.0mm·d-1·℃-1之间,平均为9.2mm·d-1·℃-1.扎当冰川冰的度日因子值随着海拔的升高有所下降,但季节变化规律不明显.利用度日模型对扎当冰川物质平衡进行了模拟,得到2006/2007年度和2007/2008年度该冰川的物质平衡值分别为-534mmw.e.和247mmw.e.,其中2007/2008年度的模拟值接近观测值.     

砾石堤坝和多孔方型鱼礁消浪护滩的试验研究——以北戴河西海滩为例

本文通过物理模型试验,研究了砾石堤坝、多孔方型鱼礁、堤坝+鱼礁等不同防护措施对岸滩的保护作用。通过测量不同防护措施的波浪透射系数、输沙率、水下坡度角及床面地形变化,并与无防护措施的工况进行对比,结果发现：不同试验条件下堤坝+鱼礁工况的透射系数仅为0.21～0.36,对波浪具有显著的消减作用;同一水位不同防护措施下的输沙率由大变小依次为：堤坝、堤坝+鱼礁、无工程、鱼礁;堤坝迎浪面的水下坡度角随极限波高呈现先增大、后减小的趋势,堤坝工况的水下坡度角约是堤坝+鱼礁工况的2～4倍;对于近岸的地形恢复,堤坝+鱼礁工况的效果比较明显,且对岸滩附近的侵蚀较少。堤坝+鱼礁的防护措施可明显减小波浪的透射系数,增加向岸输沙率,对恢复近岸地形、保护岸滩有显著作用。