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111.
Xinbin FENG Shaofeng WANG Guangle QIU Yamin HOU Shunlin TANG 《中国地球化学学报》2006,25(B08):243-244
Guizhou is located in the Circum-Pacific Global Mercuriferous Belt, and mercury concentrations in soil in this area are enriched. In-situ total gaseous mercury (TGM) exchange fluxes between air and soil surface were intensively measured at four sampling sites in Guiyang from 21 May to 16 June, 2003, and five sites in the Lanmuchang mercury mining area in December 2002 and May 2003, respectively. The in-situ Hg flux measurement was conducted with a dynamic flux chamber (DFC) of quartz. Overall, net emissions were obtained from all sampling sites. Soil mercury concentration and solar radiation have been proved to be the two most important parameters to control mercury emissions from soil. Meanwhile, rain events can enhance mercury emission rate significantly. 相似文献
112.
Shaoqi ZHOU Weidong LU 《中国地球化学学报》2006,25(B08):252-253
Mixture of municipal sewage sludge and organic garbage, which was alternatively treated by aerobic and anaerobic composting technologies for 60 days. The characteristics of the compost are as follows: the total nitrogen (TN), total phosphors (TP) and total potassium (TK) are 1.40%, 0.101% and 1908.32 mg/kg on dry weight basis, the contents of Cu, Ni, Cd, Cr, Pb and Zn are 131.23, 21.49, 1.31, 35.49, 72.50 and 616.76 mg/kg on dry weight basis. A basin-scale experiment was carded out by planting watercress with kailyard soil fertilizing with the compost, the results showed that the municipal sewage sludge and organic garbage compost could promote the production of watercress to different degrees, the crop biomass increased from 74.46% to 312.00% with the amount of compost fertilizing on the kaliyard soil while the amount of compost fertilizing on the kaliyard soil below 150 g per 3.75 kg kaliyard soil and decreased from 312.00% to 102.29% while the amount of compost fertilizing on it over 150 g per 3.75 kg kaliyard soil, so the optimal addition of compost in the watercress and soil was 150 g compost per 3.75 kg kailyard soil. Furthermore, 相似文献
113.
A numerical procedure is described for the analysis of the vertical deformation and the stress distribution of the strip footings
on layered soil media. Three layers of soil with different stiffness are considered with the middle soil layer the thinnest
and most stiff layer. The soil media is discretized and using the theory of elasticity, the governing differential equations
are obtained in terms of vertical and horizontal displacements. These equations along with appropriate boundary and continuity
conditions are solved by using the finite difference method. The vertical and horizontal displacements, strains and stresses
are found at various nodes in the soil media. Parametric studies are carried out to study the effect of the placement depth
of the middle soil layer, the relative ratios of the moduli of deformation of the soil layers on the vertical displacement
of the footing and the vertical stress distribution. These studies reveal that the middle thin but very stiff layer acts like
a plate and redistributes the stresses on the lower soft soil layer uniformly. The displacement on the top and bottom of the
middle soil layer is almost the same showing that the compression of the middle layer is negligible as it is very stiff. 相似文献
114.
Shubhra Goel Shalini Nihar Ranjan Patra 《Geotechnical and Geological Engineering》2006,24(6):1511-1525
Inclined anchors are widely used in a variety of civil engineering problems to resist oblique loads, most relevant being in
transmission towers and in rocks and dams for structural strengthening. In the present study, the breakout resistance of the
inclined anchors in sand has been worked out using limit equilibrium approach. The breakout resistance has been calculated
for different soil friction angles with varying relative depth ratio and anchor inclination. The break out factor increases
continuously with the inclination of the anchor. A comparison of predicted values of break out resistance of anchors by the
proposed analysis with the experimental values as reported by the other researchers showed reasonably good agreement. 相似文献
115.
四川盆地紫色丘陵区的水土保持林低效化问题已较严重。研究了其土壤方面的成因。通过对土壤构造、土壤肥力特性、土壤结构性评价等研究,指出该区人工林地的土壤构造发育不正常,土壤腐殖质胶体积累量低。土壤结构质量差等林地土壤退化是土壤水土保持功能降低的主要原因。根据研究的初步结果,提出了相应的对策建议。 相似文献
116.
117.
利用空间主成分分析方法,选取降水、坡度、植被、土地利用、土壤类型、人口、高程等作为评价指标,建立空间主成分评价模型Pi=0.78X1+0.06X2+0.05X3+0.04X4,将研究区分为无险型、轻险型、危险型、强险型和极险型五种类型,较为准确地得到了危险度综合评价结果。因此,空间主成分分析模型,在土壤侵蚀危险程度评价方面的应用较为成功,是一种科学有效的研究方法。 相似文献
118.
以中国科学院盐亭紫色土农业生态试验站小流域为例,研究不同土壤侵蚀沉积地段(斜坡和沟谷不同部位)的土壤结构特征,以了解侵蚀沉积对土壤结构的影响。结果表明,在植被覆盖较好的坡体顶部,土壤侵蚀较弱,团聚度达到30.1%,MWD变化为3.4mm,土壤结构良好;沟谷底部由于沉积而有较多细土物质并具有适宜的水分条件,有利于土壤团聚体的形成,结构状况亦较好,团聚度达到50.3%,结构保持率为35.4%;而坡腰侵蚀较严重,团聚度仅为13.6%,结构保持率为14.1%,土壤结构状况较差。 相似文献
119.
采集和分析了五通桥区不同功能区和乡镇73个土壤样品,以了解山丘平原过渡区土壤重金属的含量和污染特征。结果表明,重金属的平均含量为Pb32.18mg/kg、Cd0.82mg/kg、Cu28.61mg/kg、Zn108.08mg/kg、Ni32.66mg/kg、Cr72.44mg/kg;与四川土壤背景值相比,Cu、Ni、Cr的含量与之持平,Pb增加了0.11倍,Zn增加了0.32倍,Cd的积累较为严重,比背景值增加了10倍。污染评价结果显示该过渡区存在一定程度的重金属污染问题,不同功能区的污染程度排序为工业区〉生活区〉农业区。Cd在六种元素的土壤污染分担率中占55.46%,是最主要的污染元素;土壤Cd含量与Pb和Zn存在较高的相关性(相关系数为0.525和0.500),表明存在Pb—Cd和Zn—Cd的复合污染。 相似文献
120.
分析了27个紫色土丘陵区土壤样品的机械组成,运用分形模型计算出土壤颗粒分形维数D(D=2.817—3.030),探讨了分形维数D与土壤粒度组成、土壤抗蚀性之间的关系,并分析了不同土地利用方式下土壤颗粒分形维数D与土壤有机质含量(O.M)、土壤容重(B.D)的相关关系。研究表明:土壤颗粒分形维数D能够很好的表征土壤质地,重点反映〈0.05mm的细颗粒物质,尤其是粘粒,其次是粉粒;与土壤有机质含量(O.M)、土壤容重(B.D)均达到极显著水平;其次分形维数D还能作为评价土壤水土流失和土壤生态恢复的指标。 相似文献