铝合金的实验室盐雾试验腐蚀行为图像特征提取

目的提取铝合金材料在盐雾箱试验中可以表征腐蚀程度的表面形貌图像特征量。方法首先,对采集于表面化学清洗过的试样原始图像进行图像增强等预处理,突出腐蚀部位;其次,基于数字图像处理的分形和小波分解方法提取出分形维数和小波能量特征值。结果与以质量损失量为基础的腐蚀深度特征值进行相关性对比,基于图像分析的特征提取法的准确度和精度比较高。结论该方法可以应用于对试样的腐蚀程度进行定性和定量分析,判断并预测试样的腐蚀速度。     

钻井废泥浆中重金属化学形态及潜在生态效应评价

利用化学萃取法对江苏9个油田的不同类型钻井废泥浆的重金属化学形态分布特征进行调查分析,同时选用Hakanson的潜在生态危害指数法对钻井废泥浆中的重金属总量进行生态效应评价。结果表明,钻井废泥浆中Cu、Pb、Zn、Cd、Cr主要以残渣态和有机结合态为主,活性形态含量较低;采用Hakanson的潜在生态危害指数进行评价,发现Cu、Pb、Zn、Cd都属于轻微生态危害水平,而Cr多属于中等水平,产生潜在生态危害的重金属主要为Cr。     

Morphology and electrical conductivity of PACS

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阳离子型聚合物对低温低浊水的絮凝效果与形态学特性

采用微絮凝-深床直接过滤工艺,以西安市曲江水厂低温低浊水质为原水(水温低于10 ℃,初始浊度低于10NTU),投加阳离子型聚合物(简称CP)作主混凝剂或助凝剂,借助分形数学理论与图像分析技术,对滤料粒径、原水浊度、原水温度、药剂种类、聚合物分子量及投加量、混合强度等因素对处理效果的影响进行了研究,分析探讨了不同药剂处理低温低浊水的作用机理、絮凝形态学特征以及絮体结构的分形特性.结果表明,①当温度低于4 ℃、初始浊度小于4NTU时,不宜单独采用Al2(SO4)3或PAC作为絮凝剂;当温度为4～10 ℃、初始浊度小于10NTU时,如果只投加Al2(SO4)3或PAC作为絮凝剂,宜用细砂滤料过滤;低温低浊条件下,无机混凝剂形成的絮体粒径小、结构松散脆弱、有效质量密度低、沉速慢,但表征絮体分形特性的分维值较高.②CP作絮凝剂能显著改善低温低浊水的絮凝效果与过滤性能,但混合强度需增大,宜用粗砂滤料过滤;③单独用CP作絮凝剂时,宜投加分子量较低的弱阳性聚合物或投加低剂量较高分子量的强阳性聚合物;CP用作助凝剂时,能显著减少主混凝剂用量,但宜投加强阳性聚合物或增加弱阳性聚合物的剂量.④CP兼备电性中和与吸附架桥絮凝作用,能形成粒径较大、吸附性能与过滤性能良好的网状絮体构型,其有效质量密度高,产生的污泥量少,污泥沉降速度快,脱水效果好,但分维值低.⑤各种水处理药剂的处理效果为:Al2(SO4)3(或PAC) CP＞CP＞PAC＞Al2(SO4)3,这种差别由絮体的形态学特性与构型特征各异引起.     

泥炭保护紫花苜蓿根系对柴油污染土壤修复的研究

采用盆栽试验,观察了泥炭保护根系移栽和直播2种栽培方式处理的紫花苜蓿在柴油污染土壤中的生长情况及其对土壤中柴油污染物的去除情况,探讨了利用泥炭保护根系措施清除土壤柴油污染物的可行性.结果表明,泥炭保护根系处理有利于紫花营蓿根系形态发育,能促进根系细菌和真菌的繁殖,并显著提高根区土壤柴油降解率.     

高镁铝合金在喷射成形过程中显微组织的变化

研究了高镁铝合金在喷射成形过程中显微组织的变化。沉积态高镁铝合金基体呈全部等轴晶组织并存在少量显微孔洞是沉积态组织的主要特征。分析了等轴晶组织和显微孔洞在喷射成形中生成的机制。     

TEMPORAL AND GEOMORPHIC VARIATIONS OF STREAM STABILITY AND MORPHOLOGY: MAHOGANY CREEK,NEVADA1

ABSTRACT: Detailed studies of long-term management impacts on rangeland streams are few because of the cost of obtaining detailed data replicated in time. This study uses government agency aquatic habitat, stream morphologic, and ocular stability data to assess land management impacts over four years on three stream reaches of an important rangeland watershed in northwestern Nevada. Aquatic habitat improved as riparian vegetation reestablished itself with decreased and better controlled livestock grazing. However, sediment from livestock disturbances and road crossings and very low stream flows limited the rate of change. Stream type limited the change of pool variables and width/depth ratio, which are linked to gradient and entrenchment. Coarse woody debris removal due to previous management limited pool recovery. Various critical-element ocular stability estimates represented changes with time and differences among reaches very well. Ocular stability variables tracked the quantitative habitat and morphologic variables well enough to recommend that ocular surveys be used to monitor changes with time between more intensive aquatic surveys.     

Improving the Urban Stream Restoration Effort: Identifying Critical Form and Processes Relationships

Stream restoration projects are often based on morphological form or stream type and, as a result, there needs to be a clear tie established between form and function of the stream. An examination of the literature identifies numerous relationships in naturally forming streams that link morphologic form and stream processes. Urban stream restoration designs often work around infrastructure and incorporate bank stabilization and grade control structures. Because of these imposed constraints and highly altered hydrologic and sediment discharge regimens, the design of urban channel projects is rather unclear. In this paper, we examine the state of the art in relationships between form and processes, the strengths and weaknesses of these existing relationships, and the current lack of understanding in applying these relationships in the urban environment. In particular, we identify relationships that are critical to urban stream restoration projects and provide recommendations for future research into how this information can be used to improve urban stream restoration design. It is also suggested that improving the success of urban restoration projects requires further investigation into incorporating process-based methodologies, which can potentially reduce ambiguity in the design and the necessity of using an abundant amount of in-stream structures.     

黄土丘陵区坡面水蚀对降雨和下垫面微观格局的响应

黄土高原严重的土壤侵蚀是降雨和复杂脆弱的下垫面共同作用的结果.以微型小区尺度上(1.2 m×1.2 m;2 m×1.2m)模拟降雨技术为基本研究手段,定量刻画了降雨量和降雨强度等基本降雨特征值对定西安家沟自然坡面上荒草、沙棘中位、沙棘下位、沙棘上位、结皮裸地和裸地等不同植株微观格局及其处理下的水蚀过程的影响.主要取得以下结果:①雨强和雨量对水蚀的发生均能产生显著影响,但以雨强的影响力更大;②前期土壤含水量与产流时间显著负相关,而与径流量和侵蚀量显著正相关.前期含水量相同时,不同植株微景观格局对产流时间发挥了关键作用;③不同植株及其微观格局遏制地表径流的能力迥异.在50～60 mm.h-1的大雨强作用下,有沙棘覆盖的小区径流系数仅为5%～8%,荒草地为25%,结皮裸地为45%,而裸地则高达63%;④有沙棘覆盖的小区中,沙棘在小区中所处的具体位置对于水土流失效应又极为重要,以沙棘下位的水土保持效果最好.