地幔热柱多级演化及其成矿控矿研究:以张-宣幔枝构造研究为例

张-宣地区是河北省金银多金属矿床集中区,可划分出以宣化-崇礼-赤城-带岩浆-变质杂岩区为中心的金矿集中区和外围盖层区的银多金属矿分布区.近年研究表明,金银多金属成矿物质主要来自地球深部,通过地幔热柱多级演化向上迁移,并在幔枝构造的有利构造扩容带中集聚成矿.分别以幔枝构造核部的东坪金矿、拆离带的黄土梁金矿和外围断陷盆地中...     

Characterization of EmpA protease in Vibrio anguillarum M3

EmpA is an extracellular metalloprotease secreted by Vibrio anguillarum.For better understanding its role in the patho-genicity of V.anguillarum strain M3,empA insertion mutant was constructed.In the mutant it decreased in extracellular proteolytic activity,swarming motility,hemolytic activity and virulence on turbot(Scophthalmus maximus).Significant decline(by 5-fold)of extracellular proteolytic activity and similar growth curve between mutant and wild type strains indicated that EmpA was the major extracellular protease of M3.LD50 of mutant increased by 38-fold compared with wild type.No pro-EmpA was detected in the su-pernatant of culture,indicating that EmpA autolyzed to mature protein after 24 h.Secretion of EmpA in M3 was similar to that in NB10 strain.Attenuated virulence of mutant was similar to that of M93Sm strain.It was demonstrated that specific operation of EmpA was different from that in previous studies and EmpA contributed to the swarming motility and hemolytic activity in V.an-guillarum strain M3.The results provides insight into understanding the function of EmpA and its potential application in vaccine development.     

Laboratory tests of vortex-induced vibrations of a long flexible riser pipe subjected to uniform flow

Laboratory tests have been conducted on vortex-induced vibration (VIV) of a long flexible riser towed horizontally in a wave basin. The riser model has an external diameter of 16 mm and a total length of 28.0 m giving an aspect ratio of about 1750. Reynolds numbers ranged from about 3000 to 10,000. Fiber optic grating strain gages are adopted to measure the dynamic response in both cross-flow and in-line directions. The cross-flow vibrations were observed to vibrate at modes up to 6 and the in-line reached up to 12. The fundamental response frequencies can be predicted by a Strouhal number of about 0.18. Multi-mode responses and the asymmetry of the bare pipe response in uniform flow were observed and analyzed. The experimental results confirmed that the riser pipe vibrated multi-modally despite it being subject to a uniform current profile and all of the excited modes vibrated at the Strouhal frequency. The asymmetrical distribution of displacement mainly resulted from the modal composition. Higher harmonics of the VIV response such as the third, fourth and fifth harmonics frequencies were found to be steady over the entire duration of the test even if they varied along the length of the riser pipe.     

河北省邯邢地区高岭石伊利石粘土矿床特征及找矿方向

邯邢地区高岭石、伊利石粘土矿赋存于石炭系本溪组、太原组,二叠系山西组、下石盒子组、上石盒子组的7个层位.矿体主要呈层状产出,厚度变化较大.矿石主要由片状高岭石组成,次要和少量矿物为绢云母、石英、黑云母等.矿床成因包括沉积矿床(如石炭-二叠系高岭石伊利石粘土矿)、风化残积矿床(如软质高岭石粘土矿床).该地区可划分出临城竹...     

秦皇岛市地质灾害土地资源易损性评价

旨在为秦皇岛市地质灾害风险区划提供依据,提出地质灾害土地资源易损性的综合评价方法.在充分论证评价因子的基础上,对2008年秦皇岛市地质灾害土地资源易损性进行综合评价和区划.     

华庆地区延长组长6油层组储集砂岩特征及对储层物性的影响

长6油层组储集砂岩主要为岩屑长石砂岩,粒度较细,分选中等偏差,填隙物主要为碳酸盐矿物和粘土矿物。砂岩的物质组成影响着其储层性能,储层物性随着石英含量的增加而变好,而随着岩屑含量的增加而变差。砂岩中长石的溶蚀作用是改善储层物性的关键因素。填隙物的含量越大,则孔隙喉道堵塞和充填的程度增加,导致储层物性变差。     

藏南地区晚白垩世岩相古地理初步研究

通过对藏南地区上白垩统沉积特征及沉积相进行综合分析,初步地恢复了该地区晚白垩世岩相古地理.该地区自南向北沉积水体逐步变深,沉积相带展布依次为滨海相、浅海陆棚相(外陆棚和内陆棚亚相)、大陆斜坡相及深海盆地相,局部地区浅海陆棚相之上发育碳酸盐岩礁滩相和孤立台地相等.盆地性质总体上仍然为被动大陆边缘海盆,但已具备周缘前陆盆地...     

河南省煤炭资源现状及其潜力评价

基于＂河南省煤炭资源潜力评价＂的成果和认识,对河南省煤炭资源勘查开发现状及存在的问题进行了分析。以山西组二1煤层作为全省性预测重点对象,对各煤田、各时代埋深2 000m以浅的煤炭资源进行了潜力预测,依据可信度、开采条件、开发前景划分了3个级别、3个类别和3个等别。针对全省17个煤田和2个找煤区的资源潜力预测结果,圈定预测区102个,预测煤炭资源量约710亿t,其中作为主采煤层的二1煤层的资源量约620亿t。根据综合评价结果,提出煤炭资源勘查近期及中长期勘查建议及方案,规划了新一轮煤炭勘查区。     

超厚煤层分布与成因模式

煤厚的分级主要是从煤炭开采的角度来确定的,大于8m的厚煤层一概以巨厚煤层来称之。世界上,煤层总厚最大的是澳大利亚的吉普斯兰盆地,总厚达到700多米;加拿大哈溪煤田二号露天区则为单层煤厚最大的矿区,煤厚达510m;中国内蒙古自治区胜利煤田胜利东二号露天煤矿,单层（6煤层）厚达244.7m,总煤厚达320.65m。从沉积、层序地层与构造诸角度出发,依据现代泥炭堆积与阴沉木堆积等现象进行厚煤层的成因研究,对异地成煤及一些超厚煤层的成因模式进行了介绍和初步评价。     

软土地下工程抗震数值模拟的若干关键问题

针对我国地下工程建设项目抗震安全性能设计和评估的需求,并基于目前缺少完善的地下结构抗震分析方法和专门的地下结构抗震设计规范的现状,重点阐述了采用有限元方法进行地下工程数值模拟和分析时需要特别关注的三方面问题：计算范围、土一结构动力相互作用和边界条件。着重分析了有限元网格的划分、土一结非线性接触问题和不同边界条件的适用性,以及这些建模条件对计算结果可靠性的影响。对基于数值手段开展地下工程抗震安全性能的计算、分析和评价,制定地下结构抗震设计规范或规程,可提供有益参考。