福建省夏旱期间空中水资源及人工降雨条件

该文通过对福建省夏旱期间不同天气类型的空中水资源分布物征分析，探讨夏旱期间各个旱区开展人工降雨的物理条件。     

台湾海峡及其邻近地区的地震海啸与海溢

台湾海峡及其邻区,历史上曾发生过多次海水暴涨。在剔除那些因台风暴雨而引起的海水暴涨外,本区自公元647年以来共发生9次,本文按其形成把它划分为地震海啸和地震海溢两种类型,通过对地质构造、震源机制和地球物理资料等方面阐述其成因条件。认为地震海啸可分布在台湾海峡内,而地震海啸只能分布在台湾东北部海域;在地震海溢中,震级(M)和它影响的距离(△)关系为:M=5.892+0.019△。     

福建碧田金银铜矿床冰长石的^40Ar／^39Ar年龄

采用40Ar/39Ar快中子活化年代学方法对采自碧田金银铜矿床的冰长石进行了年龄测定.结果表明,冰长石年龄为91.47土0.39Ma,代表了碧田矿床金-银矿化的形成时代.作为紫金山-碧田地区大规模铜金(银)矿化作用冰长石-绢云母型浅成低温热液贵金属矿床的典型代表,碧田矿床成矿年龄的确定,为本区不同类型铜金(银)矿床时空关系和成因机制的探讨提供了重要的依据.     

Deep-water riser fatigue monitoring systems based on acoustic telemetry

Marine risers play a key role in the deep and ultra-deep water oil and gas production. The vortex-induced vibration (VIV) of marine risers constitutes an important problem in deep water oil exploration and production. VIV will result in high rates of structural failure of marine riser due to fatigue damage accumulation and diminishes the riser fatigue life. In-service monitoring or full scale testing is essential to improve our understanding of VIV response and enhance our ability to predict fatigue damage. One marine riser fatigue acoustic telemetry scheme is proposed and an engineering prototype machine has been developed to monitor deep and ultra-deep water risers’ fatigue and failure that can diminish the riser fatigue life and lead to economic losses and eco-catastrophe. Many breakthroughs and innovation have been achieved in the process of developing an engineering prototype machine. Sea trials were done on the 6th generation deep-water drilling platform HYSY-981 in the South China Sea. The inclination monitoring results show that the marine riser fatigue acoustic telemetry scheme is feasible and reliable and the engineering prototype machine meets the design criterion and can match the requirements of deep and ultra-deep water riser fatigue monitoring. The rich experience and field data gained in the sea trial which provide much technical support for optimization in the engineering prototype machine in the future.     

Experimental Study of Wave Pressure on a Breakwater Pier

Test studies on the wave pressure on a breakwater pier show that the influence of transmissivewave pressure on the outside wall of the breakwater pier is considerable,when the width of the pier is notvery large.The variations of transmissive wave pressure on the breakwater pier with different widths arecompared and the relationship is obtained between relative transmitting distance b/L and wave pressurereduction factor K,which may be used in the design of similar breakwater piers.