Experimental study on inner slope failure mechanism of seawall by coupling effect of storm surge and wave

In the context of global climate change,the impact of group-occurring ocean dynamic disasters on China's offshore areas is becoming more and more intense.The study of the effect of existing ocean dynamic disasters on offshore hazard-bearing bodies mostly focuses on the effect of single disaster-causing factors,and it is still insufficient to study storm surge and dynamic wave coupling&reinforcement effects as well as the process of the dynamic response of such hazard-bearing bodies as seawalls.This study firstly realized the synchronous process of water level and wave through continuous tide generation and wave generation by the wave maker and tide generating device,so as to realize the dynamic coupling simulation of storm surge and wave in the laboratory.Then the physical model test of the typical seawall section was carried out under the dynamic coupling of storm surge and wave as well as at a conventional fixed water level respectively.In the process of test wave overtopping discharge and the damage process of the levee crown and backwall of seawalls were observed and compared,and their damage mechanism was also studied.     

Validation of an operational forecasting system of sea dike risk in the southern Zhejiang Province,South China

In this study,an operational forecasting system of sea dike risk in the southern Zhejiang Province,South China was developed based on a coupled storm-surge and wave model.This forecasting system is important because of the high cost of storm-surge damage and the need for rapid emergency planning.A comparison with astronomical tides in 2016 and the validation of storm surges and high water marks of 20 typhoons verified that the forecast system has a good simulation ability.The system can forecast relatively realistic water levels and wave heights as shown under the parametric atmospheric forces simulated in a case study;the sea dikes in credible high risk were mainly located in the estuaries,rivers,and around the islands in the southern Zhejiang.Therefore,the forecast system is applicable in the southern Zhejiang with a support to the effective prevention from typhoon storm-surge damage.     

胶东西涝口金矿深部110Ma角闪辉长岩脉及其对成矿时代的约束

西涝口金矿是胶莱盆地北东缘新近取得找矿突破的蚀变岩型金矿,金矿体主要赋存于古元古界荆山群与牧牛山二长花岗岩之间的构造破碎带中。前期在其深部新发现的角闪辉长岩脉中,通过人工重砂分选,获得了自然金。为探索其与金成矿的关系,文章对其进行了主量、微量元素、锆石U-Pb年代学以及Hf同位素研究。主量、微量元素分析结果表明,角闪辉长岩属钾玄岩岩石系列,全碱、Ba、Sr、轻稀土元素含量高,Rb、P和重稀土元素含量相对较低,无铕异常或有轻微的正铕异常,明显亏损Nb、Zr、Hf等高场强元素,具有富集大离子亲石元素与轻稀土元素、亏损高场强元素与重稀土元素的地球化学特征,类似于富闪深成岩。锆石Hf同位素结果显示,其岩浆锆石的ε_Hf（t）为-14.0~-11.8,暗示其来源于富集地幔源区或存在源区混染的可能性。锆石LA-ICP-MS U-Pb定年结果显示,角闪辉长岩年龄为（108.4±2.2）Ma,属早白垩世晚期,明显晚于郭家岭、伟德山序列岩体。综上,笔者认为西涝口金矿角闪辉长岩形成于俯冲板片脱水而导致上覆地幔楔部分熔融,其成因可能与古太平洋板块向华北板块俯冲所形成的火山弧有关,其与该区金成矿过程密切相关,极有可能在成矿过程中直接提供了金的来源。西涝口金矿的形成时代应当在110 Ma左右,胶东东部应该存在110 Ma的金成矿事件。     

珊溪水库震群的地震定位

2006年2月,位于浙江文成与泰顺交界的珊溪水库发生了最大震级为ML4.6的震群.我们分别利用浙江省区域数字地震台网和珊溪水库现场数字监测网的观测数据,运用不同的定位方法,对震群进行了定位.通过比较分析,讨论了不同的定位方法与不同观测数据的定位效果.     

Subsurface Temperature Changes Due to the Crustal Magmatic Activity – Numerical Simulation

Geothermal aspects of the hypothesis, relating the earthquake swarms in the West Bohemia/Vogtland seismoactive region to magmatic activity, are addressed. A simple 1-D geothermal model of the crust was used to assess the upper limit of the subsurface heating caused by magma intrusion at the assumed focal depth of 9 km. We simulated the process by solving the transient heat conduction equation numerically, considering the heat of magma crystallization to be gradually released in the temperature interval 1100°C to 900°C. The temperature field prior to the intrusion was in steady-state with a surface temperature of 10°C and heat flow of 80 mWm ^–2 , the temperature at the 9 km depth was 270°C. The results suggest that the temperature and heat flow in the uppermost 1 km of the crust begin to grow 100 ka after the intrusion emplacement only, and that the amplitudes of the changes for the realistic lateral extent (a few kilometres) of the intrusion are very small. It was also found that the rate of magma solidification depends strongly on the thickness of the intrusion. It takes about 100 years for a 50 m thick sill to cool down from 1100°C to 600°C, which value represents the lower limit of the solidus temperature. The same cooling takes only 60 days if the sill is 2 m thick. If the nature of the strongly reflected boundaries, interpreted from the January 1997 Nový Kostel seismograms, is connected with the fresh emplacement of magma, the calculated cooling rates have a predictive potential for the temporal changes of the waveforms.     

胶西北两类金矿田的高钾-钾质脉岩元素地球化学与成岩作用研究

重点研究了胶西北玲珑、尹格庄两类金矿田的高钾－钾质脉岩,根据地质产状、岩性及与金矿化的时空关系,该脉岩可分为三类：（１）粕斑岩;（２）安山玢岩;（３）英安玢岩类,它们分别形成于金矿化早期、同期、晚期。元素地球化学研究表明：主要氧化物成分变民具岩浆分离结晶的一般规律,早期以辉石为主、晚期以角闪石和斜长石为主的矿物相分离结晶作用控制岩浆成分的演化。岩石富碱、高钾低钛,微量和稀土元素强烈富集大离子元素Ｂ     

临江堤防破坏时二线堤防对灾情影响分析

随着治江与海堤建设历史的发展,钱塘江两岸形成许多二线海堤,研究二线堤在临江海堤失效后的作用及其是否保留的必要性对于沿江地区的开发建设是很有意义的。以钱塘江下沙三号大堤为实例,通过比较选择合理的水力计算方法,分析讨论在二线海堤存在与否的不同条件下保护区的受灾水情及二线堤的失效概率等问题。     

某核电站导流堤地基液化及地震永久变形分析

在地震反应分析中常采用总应力分析法,但总应力法没有考虑孔隙水压力的变化规律和液化随时间的发展过程。基于二维有效应力动力分析方法,结合Biot动力固结理论,采用自行开发的有效应力动力分析程序对某核电站导流堤地基进行液化分析,给出在地震作用下砂土层的液化范围,并计算出永久变形。所得结论可以给类似工程提供理论指导。     

Probabilistic Assessment of Wave Overtopping of Nampo Dike in the West Coast of Korea

The Nampo dike, which is located at the west coast of Korea, was destroyed by wave overtopping during the storms on 30 August and 17 September in 1959. In this paper, is performed the probabilistic assessment of wave overtopping of Nampo dike by use of Owen model, Van der Meer ＆ Janssen model and Hedges ＆ Reis model for wave overtopping of seawall. Based on the available tidal and wave data for storm surges in 1989, the risk assessment of wave overtopping of the Nampo dike has been carried out by both Level Ⅱ and Level Ⅲ reliability methods. The calculated resuhs show the general agreement of failure probability between the two methods. By utilizing the rehabilitated cross section of Nampo dike, the failure probability of wave overtopping for the Nampo dike after rehabilitation will be rapidly reduced to that of initial design at crest level of 9.0 m with the improved slope from 1 ： 2 to 1 ： 4 at seaside. Since the sea level may only rise 1.0 m in the next few decades, the failure probability of Nampo dike will be still in the safe range.