少腹逐瘀丸联合扶阳罐治疗月经不调寒凝血瘀证30例临床观察

目的:研究少腹逐瘀丸联合扶阳罐治疗月经不调寒凝血瘀证的临床疗效。方法:将90 例月经不调寒凝血瘀证患者随机分为治疗组、对照1组、对照2组,每组各30 例。对照1组采用少腹逐瘀丸治疗,对照2组采用扶阳罐治疗,治疗组采用少腹逐瘀丸联合扶阳罐治疗,3组均治疗3个月经周期。比较3组治疗前后中医证候积分,血清性激素［促卵泡刺激素（FSH）、黄体生成素（LH)、催乳素（PRL）、雌二醇（E₂）、孕酮（P）］及血液流变学指标（全血高、中、低切黏度及血浆黏度水平）,评价临床疗效,并比较3组不良反应发生情况。结果：对照1组脱落3 例,对照2组脱落2 例。总有效率治疗组为93.33%（28/30）,对照1组为88.89%（24/27）,对照2组为82.14%（23/28）,治疗组与对照1、2组比较,差异均有统计学意义（P<0.05）;治疗后治疗组中医证候积分、血清性激素指标及血液流变学指标水平均优于对照1组,小腹刺痛、痛经、舌脉积分,血清性激素指标及血液流变学指标水平均优于对照2组,差异均有统计学意义（P<0.01或P<0.05）;治疗后对照1组痛经、舌脉积分,FSH、LH、P、E₂含量,血液流变学指标改善程度均优于对照2组（P<0.01或P<0.05）。不良反应发生率治疗组为3.33%（1/30）,对照1组为7.41%（2/27）,对照2组为0,3组比较,差异无统计学意义（P>0.05）。结论：少腹逐瘀丸联合扶阳罐治疗月经不调寒凝血瘀证疗效较佳,可促进月经恢复正常,调节性激素水平,改善血液流变状态。     

Distribution characteristics and controlling factors of typical heavy metals in Huanghe River estuary,China

Journal of Oceanology and Limnology - The geochemical characteristics and potential controlling factors of colloidal Zn, Cd, and Pb in Huanghe (Yellow) River estuary (HRE), China were investigated....     

Experimental study of aeolian sand ripples in a wind tunnel

The topographic parameters and propagation velocity of aeolian sand ripples reflect complex erosion, transport, and deposition processes of sand on the land surface. In this study, three Nikon cameras located in the windward (0–1 m), middle (4.5–5.5 m), and downwind (9–10 m) zones of a 10 m long sand bed are used to continuously record changes in sand ripples. Based on the data extracted from these images, this study reaches the following conclusions. (1) The initial formation and full development times of sand ripples over a flatbed decrease with wind velocity. (2) The wavelengths of full development sand ripples are approximately twice the wavelengths of initially formed sand ripples. Both wavelengths increase linearly with friction velocity. During the developing stage of sand ripples, the wavelength increases linearly with time. (3) The propagation velocity of full development sand ripples is approximately 0.6 times that of the initially formed sand ripples. The propagation velocity of both initial and full development of sand ripples increase as power functions with respect to friction velocity. During the developing stage of sand ripples, the propagation velocity decreases with time following a power law. These results provide new information for understanding the formation and evolution of aeolian sand ripples and help improve numerical simulations. Copyright © 2017 John Wiley & Sons, Ltd.     

天津港“8·12”爆炸事件记录波形分析

利用天津地震台网23个短周期地震仪记录到的2015年8月12日天津港爆炸事件波形数据,对事件进行初步分析和研究。分别使用能量包络线法和波形匹配法,共识别出4次爆炸事件,并结合波形互相关的主事件定位法对爆炸事件进行定位。分析结果表明:第一次爆炸发生的时间为2015年8月12日23时34分4秒,1.77s后发生了规模更大的二号爆炸事件;34.11s后又发生了最强的三号爆炸事件;86.33s再一次发生了能量较弱的四号爆炸事件,其中二号与三号爆炸事件相距65~70m,二号与四号事件相距160~170m。此外,通过选用爆破、矿塌、核爆和天然地震等不同类型事件的波形数据,从时间域和频率域分别对这些事件进行对比分析,发现其震相特征表现出明显差异。     

鄱阳湖洲滩湿地植物演替对土壤微生物量的影响

湿地植物演替对土壤微生物量具有显著影响,但不同土壤理化环境下的植物演替对湿地土壤微生物量影响的具体差异还不清楚。以鄱阳湖土壤理化性质不同的4个碟形子湖(包括相对肥沃的东湖和白沙湖以及相对贫瘠的蚌湖和大湖池)为研究对象,运用空间代替时间的方法,在泥滩带、湿生植被带(苔草)和挺水植被带(南荻或芦苇)采集0～10 cm表层土壤,分析不同土壤理化性质条件下植物群落演替对土壤微生物量的影响。采用土壤微生物量碳(MBC)和微生物熵(qMB)指示土壤微生物量。蚌湖、大湖池、东湖和白沙湖洲滩湿地表层土壤MBC的平均值分别为1077.27、888.29、942.45和1162.46 mg/kg,土壤qMB的平均值分别为6.07%、6.17%、3.60%和3.79%。在泥滩—苔草—南荻植物演替洲滩,土壤MBC先增加后减少;但是在泥滩—苔草—芦苇植物演替洲滩,土壤MBC持续增加。植物演替没有显著改变土壤qMB。尽管植物的生长会增加所有洲滩湿地的土壤MBC,但增加的幅度在相对贫瘠的蚌湖和大湖池明显强于相对肥沃的东湖和白沙湖。蚌湖和大湖池的土壤qMB也显著高于东湖和白沙湖。在植被演替梯度上,洲滩湿地土壤MBC和...     

利用剪切波分裂研究青藏高原东北缘及东南缘上地幔各向异性

利用从IRIS上下载的青藏高原东北缘238个台站以及中国地震科学探测台阵喜马拉雅一期350个台站记录到的远震波形数据,通过采用剪切波分裂方法,获取各个台站下方各向异性分裂参数——快波偏振方向（φ）和分裂时差（δt）,从而得到青藏高原东北缘、东南缘上地幔的各向异性特征。研究结果表明,祁连块体、阿拉善块体和鄂尔多斯块体北部,快波方向为NNW-SSE,明显不同于GPS测量得到的近NE-SW的地表位移场方向,延迟时间平均~0.85 s;羌塘块体以及松潘-甘孜褶皱带的西部,快波方向呈现沿顺时针方向旋转的趋势,并且与GPS测量得到的地表位移场方向一致,延迟时间平均为~1.24 s;松潘-甘孜褶皱带东部、秦岭造山带与鄂尔多斯块体南部的交界处,快波方向呈现无序分布,与GPS方向表现出不一致的分布,延迟时间平均~1.08 s;川滇块体北部,快波方向近似N-S方向,与GPS测量得到的地表位移场方向相同,平均延迟时间为~0.925 s;位于北纬26°以南的川滇块体南部,快波方向近E-W方向分布,明显不同于GPS地表位移场方向,平均延迟时间~1.065 s。综合分析推测,羌塘块体、松潘-甘孜褶皱带的西部以及川滇块体北部,地表形变和深部之间的变形是相互耦合的;祁连块体、阿拉善块体和鄂尔多斯块体北部,松潘-甘孜褶皱带东部、秦岭造山带与鄂尔多斯块体南部的交界处以及川滇块体南部,壳幔之间可能存在解耦现象。     

塔里木盆地东部地区寒武系白云岩成因类型*

塔里木盆地东部地区（简称塔东地区）寒武系白云岩主要有泥-粉晶白云岩、细晶白云岩和中-粗晶白云岩。通过岩石学特征、有序度、碳氧同位素、锶同位素比值、阴极发光和微量元素等分析,认为该地区有4种成因的白云岩,即深水回流准同生白云岩、潮坪蒸发泵准同生白云岩、回流渗透白云岩以及深埋藏白云岩。不同类型的白云岩,其岩性及地球化学特征不同。深水回流准同生白云岩为泥-粉晶白云岩,分布在塔东盆地中,是附近的碳酸盐岩台地上蒸发浓缩形成的咸化海水在重力作用下沿海底回流到深水盆地中并使刚沉积不久的灰泥发生白云化而形成的。潮坪蒸发泵准同生白云岩亦为泥-粉晶白云岩,形成于台地潮坪环境。回流渗透白云岩为细晶白云岩,发育于潮坪准同生白云岩和蒸发岩之下。深埋藏白云岩为中-粗晶白云岩,是石灰岩在地下深处由循环流动的富含Mg²⁺、Ca²⁺的地层水白云化形成的,Mg²⁺、Ca²⁺主要来自于已经存在的白云岩的溶蚀,而非来自页岩压实排替出来的地层水。     

Characteristics of particle size for creeping and saltating sand grains in aeolian transport

Creep and saltation are the primary modes of surface transport involved in the fluid‐like movement of aeolian sands. Although numerous studies have focused on saltation, few studies have focused on creep, primarily because of the experimental difficulty and the limited amount of theoretical information available on this process. Grain size and its distribution characteristics are key controls on the modes of sand movement and their transport masses. Based on a series of wind tunnel experiments, this paper presents new data regarding the saltation flux, obtained using a flat sampler, and on the creeping mass, obtained using a specifically designed bed trap, associated with four friction velocities (0·41, 0·47, 0·55 and 0·61 m sec^?1). These data yielded information regarding creeping and saltating sand grains and their particle size characteristics at various heights, which led to the following conclusions: (i) the creeping masses increased as a power function (q = ?1·02 + 14·19u_*³) of friction wind velocities, with a correlation (R²) of 0·95; (ii) the flux of aeolian sand flow decreases exponentially with increasing height (q = a exp(–z/b)) and increases as a power function (q = ?26·30 + 428·40 u_*³) of the friction wind velocity; (iii) the particle size of creeping sand grains is ca 1·15 times of the mean diameter of salting sand grains at a height of 0 to 2 cm, which is 1·14 times of the mean diameter of sand grains in a bed; and (iv) the mean diameter of saltating sand grains decreases rapidly with increasing height whereas, while at a given height, the mean diameter of saltating sand grains is positively correlated with the friction wind velocity. Although these results require additional experimental validation, they provide new information for modelling of aeolian sand transport processes.     

复杂地质条件和敏感环境中基坑设计实践及关键技术

上海某国际金融大厦深大基坑项目北侧紧邻运营轨道交通8号线区间隧道,最近处仅7.87 m,南侧与现有世博共同管沟净距2.0~3.0 m,基坑变形控制要求高,周边环境敏感。同时,本项目位于黄浦江畔,场地浅层为典型的淤泥质软土地层,下部为富含承压水粉（砂）土层,且微承压水层与第一、第二承压水层互为连通,止水帷幕无法隔断承压水层,地质条件复杂。设计采用分坑施工、被动区加固、预应力伺服钢支撑系统、抽灌一体化降水方案、超深地下连续墙、跟踪注浆、型钢垫层等技术方案。实测结果表明,区间隧道的最大变形6.52 mm,共同管沟的最大变形15.3 mm,其最大变形均满足变形控制要求,确保了运营区间隧道和共同管沟的安全。