利用pH值梯度研究建筑砂浆的酸蚀程度

在两种不同ｐＨ值模拟酸雨和３种浸泡时间条件下，据ｐＨ值梯度测定了各类保护剂处理建筑砂浆试件的酸化层厚度，从而判定保护剂的保护效果，了解酸蚀程度。并分析了影响酸化层厚度的因素。     

氨基淀粉絮凝剂合成工艺

以玉米淀粉为原料，以环氧氯丙烷(ECH)作交联剂，合成高交联淀粉(CS)；以HC1O4作引发剂，以ECH作醚化剂，合成中间产物3-氯-2-羟基丙烯基交联淀粉(CHCS)，在碱性条件下再与乙二胺反应，得到对重金属离子具有螯合能力的氨基淀粉(CAS)。最佳醚化条件：CS含水质量分数为7．0％，ECH与CS的摩尔比为2．5：1，HC104与CS的摩尔比为0．03：1，反应时间为8h，反应温度为95℃。以该法制得的CAS对废水中铜离子的去除能力为78．5mg／g。     

基于GIS的乌梁素海水体富营养化状况的模糊模式识别

利用基于MATLAB 7.0实现的模糊模式识别交叉迭代模型对2006年5—10月分布于乌梁素海各水体功能区的21个水质监测点的富营养化等级进行了模糊模式识别,并在GIS技术支持下,用Arcview的空间分析功能绘制富营养化等级识别结果、对富营养化状态影响权重最大的评价指标总氮(TN)含量和富营养化状态控制元素总磷(TP)含量对应的富营养化等级水体和地表水质等级水体的空间分布月变化Grid专题图.将富营养化状态变化及其分布区域与乌梁素海同期水质监测指标浓度变化及其分布区域进行对比分析及验证.结果表明,富营养化等级识别结果的时空分布与实际情况相符,能够比较准确地反映富营养化等级定量的时空变化趋势.      

基于AHP-熵权法的跨燃气管道现浇梁施工风险评价

为保障某跨燃气管道现浇梁施工安全,建立现浇梁BIM模型进行动态施工模拟,找出影响现浇梁施工的风险因素,从地质条件、外界影响、安全管理3个方面建立了跨燃气管道现浇梁施工风险评价体系;结合"熵"理论和层次分析法综合确定各影响因素权重并对现浇梁施工风险进行模糊综合评价;研究表明:①通过BIM动态模拟,直观全面地识别出施工风险...     

黏土地层联络通道冻结壁厚度优化设计及应用研究*

为解决传统冻结壁设计方法不能真实、合理地反映黏土地层中联络通道冻结壁实际受力情况,进而导致冻结壁厚度设计过于保守的问题,结合黏土地层直墙拱形冻结壁实际受力特点,基于对冻结壁支护压力的合理计算,提出1种适用于黏土地层冻结壁厚度设计的优化方法。结果表明:与传统设计方法相比,该方法所确定冻结壁支护压力与实际施工环境中冻结壁受力状态吻合效果更好,并且能够提供合理的安全储备;经数值计算和现场应用验证,计算所得冻结壁设计方案可以满足施工环境中的承载力及变形稳定性要求;且相较传统设计方案,所得方案兼具安全性与经济性,可有效规避因设计过于保守和冻结周期过长引起的冻胀、融沉变形过大等工程灾害的风险;该方法高效、易行,可为传统冻结壁设计方法提供必要补充,亦可为类似工程的施工设计提供有益参考。     

隧道与横通道交叉角对火灾烟气蔓延影响机制研究

为探索隧道与横通道交叉角对火灾烟气蔓延的影响机制,采用FDS数值模拟,研究横通道与隧道不同交叉角情况下火灾烟气温度、浓度、烟气层高度等的变化规律,建立开启火源下风向横通道时隧道内烟气最高温度修正公式,提出烟气纵向蔓延恢复长度的概念,并探讨其影响规律。 结果表明:隧道和横通道交叉角越小,隧道内同一位置烟气层高度越高,当交叉角由90°降低到30°时,烟气层高度最大增加32%;烟气纵向蔓延恢复长度与交叉角及通风速率呈正相关,而与火源功率几乎无关。研究结果对隧道通风排烟系统设计及相关标准的制定具有参考意义。     

过江通道建设对相对落后地区发展的影响——以江苏省南通市为例

苏通大桥及沪崇苏通道的建设将引致区域交通格局的演化,从而对相关地区经济社会发展产生深远影响。对于相对落后的南通市而言,快速过江通道建设既是促进发展的良好机遇,同时也将带来新的挑战和威胁：（1）交通可达性改善明显,南向联系趋于便捷,运输成本相应减小,要素集聚呈现加速态势,但优质要素面临流失威胁;（2）产业规模迅速扩张,但以低层次产业为主,进一步加大了产业层次提升的压力,同时建设用地的盲目扩张和散乱布局,使得空间开发无序风险加剧;（3）进入上海都市圈的紧密圈层,有望成为长江三角洲北翼重要的次中心城市,但面临的竞争压力也不断增大。为促进南通市的可持续发展,政府部门应在推进都市区建设、促进要素集聚、空间资源的合理和统筹利用等方面制定科学有效的区域政策。     

Detection of transfluthrin and metofluthrin genotoxicity in the ST cross of the Drosophila Wing Spot Test

In this study, different concentrations of transfluthrin and metofluthrin have been assayed for genotoxicity by using the Wing Spot Test on Drosophila melanogaster. Standard cross was used in the experiment. Third-instar larvae that were trans-heterozygous for the two genetic markers mwh and flr³ were treated at different concentrations (0.0103 mg mL⁻¹, 0.103 mg mL⁻¹ for transfluthrin and 6 μg mL⁻¹, 60 μg mL⁻¹ for metofluthrin) of the test compounds. Feeding ended with pupation of the surviving larvae and the genetic changes induced in somatic cells of the wing’s imaginal discs lead to the formation of mutant clones on the wing blade. Results indicated that two experimental concentrations of transfluthrin and 60 μg mL⁻¹ metofluthrin showed mutagenic and recombinogenic effects in both the marker-heterozygous (MH) flies and the balancer-heterozygous (BH) flies.     

OPEN CHANNEL INTERPOLATION OF CROSS SECTIONAL PROPERTIES1

ABSTRACT: This paper confirms the use of interpolated data to refine water surface profiles. Sources of error within these computations are due to truncation error, inaccuracies in geometric data, and improper modeling. Confirmation includes the development of an equation that models the effect of data measurement error on the computed water surface profile. A review of interpolation procedures includes a proposed method based upon geometric properties.     

STABILITY AND REACH LENGTH IN WATER SURFACE PROFILE DETERMINATION1

ABSTRACT: Extension of basic step methods of backwater computation to reaches of finite length is examined. Accuracies of commonly accepted hydraulic loss equations under particular water surface profile conditions are compared. Simulation of energy lines within a reach by parabolic curves is found to minimize error provided orientation of the axis of the parabola is selected in accordance with prevailing hydraulic conditions. Theoretical basis for an index reach length beyond which single-step computation from end to end of the reach must be in error is developed. Reduction of this reach length by suitable factors tailored to hydraulic conditions yields a mathematically defined allowable reach length for backwater computation. When reach length does not exceed this allowable reach length, no significant error may be detected. Automatic insertion of synthetic cross sections interpolated between surveyed cross sections when these are inadvertently spaced too far apart enables computation to proceed. This device is error-free for prismatic channls but may introduce error for irregular natural channels. Preliminary trials indicate that results so obtained may be accepted provided the fall in the original reach does not exceed from one to two feet. When this is exceeded, additional cross sections should be surveyed.