凝结芽孢杆菌对热应激肉鸡生长性能及肠道消化与吸收功能的影响

本试验旨在研究凝结芽孢杆菌对热应激肉鸡生长性能及肠道消化与吸收功能的影响。选择320只28日龄健康爱拔益加（AA）肉公鸡,随机分为5个组,每组8个重复,每个重复8只。常温对照组（TC组）肉鸡饲养于（22±1）℃的常温环境,饲喂基础饲粮;热应激组（HS组）肉鸡饲养于（34±1）℃的高温环境,饲喂基础饲粮;热应激试验组肉鸡饲养于（34±1）℃的高温环境,分别饲喂在基础饲粮中添加0.2×107(HS-BC0.2组)、1.0×107(HS-BC1.0组)、5.0×107CFU/g(HS-BC5.0组)凝结芽孢杆菌的试验饲粮。试验期14 d。结果表明：与TC组相比,HS组的末重、平均日增重（ADG）、平均日采食量（ADFI）,干物质和粗蛋白质表观代谢率,空肠食糜总淀粉酶和总蛋白酶酶活,空肠绒毛高度、绒毛高度/隐窝深度以及空肠钠/葡萄糖协同转运蛋白1(SGLT1)、基础氨基酸转运载体（r-BAT）、y+L氨基酸转运载体-1(y+LAT1) mRNA表达量均显著降低（P<0.05）,料重比（F/G）显著增加（P<0.05）。与HS组相比,HS-BC1.0和HS-BC5.0组的ADG、粗蛋...     

曲拉通和硝酸混合溶液直接提取快速测定草鱼中铅含量

为建立快速测定草鱼中铅含量的方法,通过分析曲拉通和硝酸混合溶液浓度、提取时间、称样定容体积比例等因素的影响,以及基体改进剂的使用效果,确定了草鱼中铅元素提取测定的最佳条件。验证结果显示：采用曲拉通和硝酸混合溶液提取草鱼中铅元素方法的提取率为86.5%～95.6%,加标回收率为91.5%～95.6%,精密度均小于4.0%,检出限和定量限分别为0.011和0.032 mg/kg,满足了国家标准GB 5009.12—2017第一法石墨炉原子吸收光谱法的要求。与国家标准方法比较,本研究建立方法的样品前处理时间从4～12 h缩短至0.2 h内,酸试剂用量从湿法消解的7～12 mL减少至1～2 mL;前处理过程无需高温消解,无需其他前处理设备,避免了样品污染和待测元素损失,实现了降低分析成本以及保护环境和试验人员的目的。结果表明,该方法是一种简单、准确、绿色、快速测定草鱼中铅含量的方法,尤其适合大量样品检测。     

三棱栎种子特性与其致濒关系初步分析

三棱栎是云南特有种,国家二级保护植物,主要分布在澜沧、沧源、孟连、西盟、勐腊等县.研究表明,其萌发温度在20～35℃范围内,萌发率在5.3%～9.1%之间.4个不同分布地和8种温度条件下萌发率差异不显著.本文认为三棱栎濒危的主要原因是:(1)三棱栎果实结实率低;(2)果实的特殊形状,不利于传播;(3)幼苗缺乏竞争力.针对三棱栎的濒危现状和原因,提出了三棱栎的一些保护措施.     

Analysis of the Sediment Development and Trend In Jinshajiang River Drainage Area

Jinshajiang River, which has a drainage area of 485,100 Km 2, average flux of 142.9 billion m 3, and soil conveyance of 247 million t/a, is the largest branch of Changjiang river. It is also the largest soil resource of the Three Gorges reservoir and upper reach of Changjiang River. To research the development and trend of Jinshajiang sediment not only has a relation to Jinshajiang water resource strategy, but also has important meaning to control the silt in Three Gorges reservoir and the Changjiang water resource development. The paper statistically analyses the flux and sediment conveyance of the Pingshan station, which is the primary hydrological station in the Jinshajiang River Drainage Area. Through several non-parameter statistical methods such as Spearman order correlativity check, Kendell order correlativity check, and linear regression check, the paper concludes that the sediment evolvement trend of Pingshan station is not distinct.     

Experimental Study of Multifunctional Acid to Deliquesce Stratum-jam

Aiming at the oneness of acid to deliquesce stratum-jam applied in scene at the present time,which is incapable of deliquescing complex dirty simultaneously,this article confects a new multifunctional O/W acid.This acid is an emulsified mixture containing 15% hydrochloric acid as its extro-posture,high dissolved oil as its internal state under the function of some proper exterior active reagent.It is composed of 0.5%OP-10,0.5%Span80,0.2%Tween80,0.06%imidazole and 0.01%twelve-alcohol,and the content of oil is equal to the acid content.It can be indicated that this acid has good ability of resolving mineral(CaCO_3,MgCO_3) and organic compound(mainly colloidal bitumen) when it was poured into the stratum,so that it can deliquesce oleic stratum-jam,resume and improve the penetrability of stratum,boost the ability of liquid flowing up.     

THE PERFORMANCE ANALYSIS FOR THE HYDRAULIC SERVO-SYSTEM OF HAULAGE PARTY FOR SGW-150 SHEARER WITH CONSTANT POWER SPEED GOVERING

The mechanization of mining thinnest coal seam is a key program in the 7th five-year plan in Sichaan province, It is sponsored by The Scientific and Technieal Commission of Sichuan province. In this paper, the dynamic performance for the hydraulie servo-system of haulage party for SGW-150 shearer with coustant-power speed governing is analysed. It shows that the system designed by us is stability and reasonable for SGW-150 shearer.     

THE SIZE EFFECT OF THE FRACTURE ENERGY OF CONCRETE TESTED BY THREE POINT BENDING

This paper ainalyses the size effect of the fracture energy of concrete tested bythree point bending. It is shown that positive errors of test results of fracture energy increase,ornegative errors decrease with increasing of the specimen ize. The phenomenon is one of main causesresulting in the size effect of fracture energy.     

Vector form intrinsic finite element analysis based on fine beam model

精细梁不同于Euler梁和Timoshenko梁,该模型在考虑剪切变形的同时还考虑了横向弯曲时截面转动产生的附加轴向位移及横向剪切变形影响截面抗弯刚度后产生的附加横向位移。推导了适用于向量式有限元分析的精细梁单元应变和内力表达式,采用FORTRAN自编了向量式有限元程序。对悬臂梁、两端固支梁和门式框架进行了算例分析,对比了采用不同梁单元模型下结构的竖向位移。结果表明：当高跨比较小时,3种梁单元的竖向位移相差不大;当高跨比较大时,精细梁单元的竖向位移较Euler梁和Timoshenko梁明显增大,表明剪切变形及刚度折减引起的附加轴向位移、附加横向位移不能忽略。精细梁单元模型对高跨比较大的梁进行分析可望得到更精确的结果。     

基于单台强震数据软厚场地地震反应不确定性分析

选取新西兰Canterbury地区12个强震台站及2010—2012年间的台站584条记录,以浅硬场地LPCC作为参考台站,系统分析Christchurch市区软厚场地地震效应(即场地放大函数)的不确定性及地震动强度、震级、震源距及震源方位角等因素对场地放大函数不确定性的影响规律。分析结果发现：1)地震动强度水平对场地放大函数均值影响较小,仅在长周期(如大于1.0 s)段趋于增大场地的放大效应;以不同地震动强度值进行分组,地震动强度大于0.6 m/s 2的分组场地放大函数标准差显著高于地震动强度小于0.6 m/s 2分组,特别是地震动强度大于1.0 m/s 2时场地放大函数标准差最大,反映了场地土层非线性提高场地地震效应的不确定性;2)地震震级对场地放大函数不确定性影响小,不同地震震级分组场地放大函数均值及标准差的表现基本相当;3)震源距是场地地震反应不确定性的一个重要因素,震源距小于5 km时场地放大函数的标准差明显大于其它情况,即震源距越小地震反应不确定性越大;4)场地放大函数不确定性与震源方位角的选取基本无关,即选取不同的震源方位角场地放大函数标准差无明显差别。