健脾固妊汤治疗脾胃虚弱型妊娠呕吐30例临床观察

目的：探讨健脾固妊汤治疗脾胃虚弱型妊娠呕吐的临床疗效。方法：将60 例脾胃虚弱型妊娠呕吐患者按照随机数字表法分为治疗组和对照组,每组各30 例。对照组予西医常规治疗,治疗组在对照组治疗的基础上配合健脾固妊汤治疗。比较2 组临床疗效、血清胃泌素（GAS）含量、血清血管活性肠肽（VIP）含量、尿酮体转阴时间、住院时间以及安全性。结果：治愈率治疗组为80.00%（24/30）,对照组为70.00%（21/30）,差异有统计学意义（P<0.05）。治疗后,2组GAS和VIP水平均显著下降,且治疗组下降幅度更大,差异均有统计学意义（P<0.01或P<0.05）。治疗组尿酮体转阴时间、住院时间均短于对照组,差异有统计学意义(P<0.01)。2组治疗过程中均未出现明显的不良反应。结论：健脾固妊汤联合西药治疗脾胃虚弱型妊娠呕吐疗效颇佳,值得临床推广应用。     

太湖贡湖湾虾类种类组成与时空分布特征

分别于2005年4月、7月、10月利用蹦网对贡湖湾虾类种类组成和时空分布进行调查.共采集到虾类9605尾,属于2科3属5种,分别是秀丽白虾(Exopalaemon modestus)、日本沼虾(Macrobrachium nipponense)、锯齿新米虾中华亚种(Neocaridina denticulata sin...     

强度折减法在滑坡稳定性分析中的应用

沁水县侯村煤矿边坡处治后,I~III段使用良好,IV段抗滑挡墙失效。本文采用有限元强度折减法计算,强度指标比原定的降低了1.29倍。同时,在折减过程中,通过计算分析剪应力集中部位,确定滑面是在老滑面的基础上发展的部分新滑面,形成新的剪出口。利用折减后强度参数,计算对比新滑面与次级滑面的滑坡推力,认为挡墙破坏为新滑面推力过大所致,与原设的“次级滑面为最危险滑面”情况不符,计算结果与实际情况较吻合。      

桃园矿10煤底板钻孔注浆堵水半径探讨

桃园煤矿10煤底板裂隙发育不均匀,合理确定钻孔注浆堵水有效半径,是10煤安全开采的保障。经理论计算和实验研究,确定注浆有效半径为1015 m。      

An improvement of the mass flux convection parameterization scheme and its sensitivity tests for seasonal prediction over China

A modified cumulus parameterization scheme, suitable for use in a seasonal forecast model, is presented. This parameterization scheme is an improvement of the mass flux convection scheme developed by Gregory and Rowntree (1989; 1990). This convection scheme uses a “bulk” cloud model to present an ensemble of convective clouds, and aims to represent shallow, deep, and mid-level convection. At present,this convection scheme is employed in the NCC T63L20 model (National Climate Center, China Meteorological Administration). Simulation results with this scheme have revealed some deficiencies in the scheme,although to some extent, it improves the accuracy of the simulation. In order to alleviate the deficiencies and reflect the effect of cumulus convection in the actual atmosphere, the scheme is modified and improved.The improvements include (i) the full estimation of the effects of the large-scale convergence in the lower layer upon cumulus convection, (ii) the revision of the initial convective mass flux, and (iii) the regulation of convective-scale downdrafts. A comparison of the results obtained by using the original model and the modified one shows that the improvement and modification of the original convection scheme is successful in simulating the precipitation and general circulation field, because the modified scheme provides a good simulation of the main features of seasonal precipitation in China, and an analysis of the anomaly correlation eoetfieient between the simulation and the observations confirms the improved results.     

热柱起源以及巨大热柱附近地区地幔结构的地震学研究介绍

以Courllot、Yangshen、Fenglin Niu等人的几篇文章为基础介绍了目前对热柱起源较新的研究成果．以及如何利用地震学方法来研究冰岛热柱及南太洋超级隆起区的起源。     

光照和黑暗条件下苦草(Vallisneria natans)和穗花狐尾藻(Myriophyllum spicatum)对铵态氮的吸收

在室内模拟实验中,研究了光照(50μmol/(m²·s))和黑暗条件下苦草(Vallisneria natans)和穗花狐尾藻(Myrio-phyllum spicatum)对铵态氮(NH₄⁺-N)的吸收速率与去除效果.结果表明,随着外源铵态氮浓度(0,0.01,0.1,1和10 mg/LNH₄⁺-N)的增加,苦草和穗花狐尾藻对铵态氮的吸收速率都是先增加后又逐渐降低,在外源铵态氮浓度为1 mg/L时吸收速率达到最大.同种植物在光照条件下对铵态氮的吸收率不低于黑暗条件下的吸收率;相同光强条件下穗花狐尾藻对铵态氮的吸收率不低于苦草的吸收率.在黑暗条件下,在外源铵态氮浓度为1 mg/L时,穗花狐尾藻对铵的吸收速率是苦草的2.42倍;在光照条件下,在外源铵态氮浓度为1和10 mg/L时,穗花狐尾藻对铵态氮的吸收速率分别是苦草的2.47和1.79倍.因此,在富营养湖泊治理过程中,在沉水植物可耐受铵态氮浓度范围内,可以优先考虑把穗花狐尾藻作为植物修复的先锋物种.     

Threshold criterion for debris flow initiation in seasonal gullies

A series of flume experiments were done to investigate the effect of grain composition on the critical gradient and discharge of debris flows initiated in seasonal gullies. The results indicated that the critical gradient and discharge for debris flow initiation decrease initially, and then increase as the mass content of fine particles (<2 mm) increases. As the mass content of fine particles increases, the angle of repose, permeability of widely graded gravel soils, and the incipient motion conditions of the coarse grains in non-uniform sediments decrease at first, and then increase. The mass content of fine particles of all inflection points is the same. The theoretical model based on the combination of hydrodynamic force and shear stress is more applicable to the prediction of the critical gradient for debris flow initiation. The critical discharge model considering the effect of non-homogeneity of the soil and the size of coarse and fine grains provides a more accurate prediction of debris flow initiation than other models based on the mean diameter.     

Response mechanism of post-earthquake slopes under heavy rainfall

This paper uses the catastrophic landslide that occurred in Zhongxing Town, Dujiangyan City, as an example to study the formation mechanism of landslides induced by heavy rainfall in the post-Wenchuan earthquake area. The deformation characteristics of a slope under seismic loading were investigated via a shaking table test. The results show that a large number of cracks formed in the slope due to the tensile and shear forces of the vibrations, and most of the cracks had angles of approximately 45° with respect to the horizontal. A series of flume tests were performed to show how the duration and intensity of rainfall influence the responses of the shaken and non-shaken slopes. Wetting fronts were recorded under different rainfall intensities, and the depth of rainfall infiltration was greater in the shaken slope than in the non-shaken slope because the former experienced a greater extreme rainfall intensity under the same early rainfall and rainfall duration conditions. At the beginning of the rainfall infiltration experiment, the pore water pressure in the slope was negative, and settling occurred at the top of the slope. With increasing rainfall, the pore water pressure changed from negative to positive, and cracks were observed on the back surface of the slope and the shear outlet of the landslide on the front of the slope. The shaken slope was more susceptible to crack formation than the non-shaken slope under the same rainfall conditions. A comparison of the responses of the shaken and non-shaken slopes under heavy rainfall revealed that cracks formed by earthquakes provided channels for infiltration. Soil particles in the cracks of slopes were washed away, and the pore water pressure increased rapidly, especially the transient pore water pressure in the slope caused by short-term concentrated rainfall which decreased rock strength and slope stability.     

The Co-seismic Response of Underground Fluid in Yunnan to the Nepal MS8.1 Earthquake

In this paper, statistics are taken on the co-seismic response of underground fluid in Yunnan to the Nepal M_S8.1 earthquake, and the co-seismic response characteristics of the water level and water temperature are analyzed and summarized with the digital data. The results show that the Nepal M_S8.1 earthquake had greater impact on the Yunnan region, and the macro and micro dynamics of fluids showed significant co-seismic response. The earthquake recording capacity of water level and temperature measurement is significantly higher than that of water radon and water quality to this large earthquake; the maximum amplitude and duration of co-seismic response of water level and water temperature vary greatly in different wells. The changing forms are dominated by fluctuation and step rise in water level, and a rising or falling restoration in water temperature. From the records of the main shock and the maximum strong aftershock,we can see that the greater magnitude of earthquake, the higher ratio of the occurrence of co-seismic response, and in the same well, the larger the response amplitude, as well as the longer the duration. The amplitude and duration of co-seismic response recorded by different instruments in a same well are different.Water temperature co-seismic response almost occurred in wells with water level response, indicating that the well water level and water temperature are closely related in co-seismic response, and the well water temperature seismic response was caused mainly by well water level seismic response.