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饱和-非饱和土壤中吸附性溶质水动力弥散实验研究 被引量:19
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作者 张富仓 康绍忠 潘英华 《水利学报》 EI CSCD 北大核心 2002年第3期84-90,共7页
本文通过室内土柱对轻壤土和重壤土饱和、非饱和水动力弥散实验 ,得到了吸附性溶质水动力弥散参数的计算方法 .根据一维饱和弥散实验结果 ,由相应的解析解 ,用简化计算方法求得饱和水动力弥散系数Dsh 和阻滞因子R ;对于一维非饱和弥散实... 本文通过室内土柱对轻壤土和重壤土饱和、非饱和水动力弥散实验 ,得到了吸附性溶质水动力弥散参数的计算方法 .根据一维饱和弥散实验结果 ,由相应的解析解 ,用简化计算方法求得饱和水动力弥散系数Dsh 和阻滞因子R ;对于一维非饱和弥散实验 ,在分析溶质的水动力弥散理论的基础上 ,推导出求解非饱和土壤水动力弥散系数Dsh (θ)的计算公式 . 展开更多
关键词 吸附性溶质 水动力弥散系数 阻滞因子 饱和土壤 非饱和土壤
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土壤中Cr(Ⅵ)的地表径流迁移试验研究 被引量:6
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作者 童菊秀 刘洋 孙怀卫 《排灌机械工程学报》 EI 北大核心 2014年第3期271-276,共6页
为了探讨农田土壤中重金属的地表径流污染,以含有吸附性溶质重铬酸钾Cr(Ⅵ)的土壤为试验材料,开展了室内模拟降雨试验,以研究土壤中Cr(Ⅵ)的地表径流迁移规律.通过对比分析不同试验条件下地表径流中溶解性溶质Cr(Ⅵ)的质量浓度变化过程... 为了探讨农田土壤中重金属的地表径流污染,以含有吸附性溶质重铬酸钾Cr(Ⅵ)的土壤为试验材料,开展了室内模拟降雨试验,以研究土壤中Cr(Ⅵ)的地表径流迁移规律.通过对比分析不同试验条件下地表径流中溶解性溶质Cr(Ⅵ)的质量浓度变化过程,及其在地表径流和地下排水溶液中流失的质量速率过程后发现,溶解性溶质Cr(Ⅵ)流失到地表径流溶液中的质量浓度随时间以乘幂函数形式减小.当试验中地下排水条件越差、土壤初始体积含水率越大、地表最大积水深度越浅时,土壤溶质流失到地表径流中的溶解性Cr(Ⅵ)质量浓度越高,相应的土壤溶质流失到地表径流中的质量速率越大.当试验中同时有地下排水和地表径流产生时,土壤中溶解性Cr(Ⅵ)流失到地下排水中的质量速率远远大于地表径流,表明土壤中溶解性Cr(Ⅵ)大部分流失在地下排水中. 展开更多
关键词 六价铬 地表径流 吸附性溶质 室内试验 地下排水
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Factors Affecting Polymer Translocation Through a Nanopore in a Membrane
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作者 Tao Chen Teng Lu Hao-iun Liang 《Chinese Journal of Chemical Physics》 SCIE CAS CSCD 北大核心 2008年第3期275-280,共6页
Monte Carlo simulations were used to study the translocation of a flexible polymer through a pore in a membrane, assuming an attractive interaction between the monomers and the membrane on the trans side of the membra... Monte Carlo simulations were used to study the translocation of a flexible polymer through a pore in a membrane, assuming an attractive interaction between the monomers and the membrane on the trans side of the membrane and no interaction on the cis side. For the case T〈Tc (the temperature corresponding to the minimum in the translocation time τ), the value of τdecreases with increasing temperature, whereas for T〉Tc, τ increases with increasing temperature. The translocation time depends on the absorbed energy uo in a nontrivial way. The value of τ increases initially upon increasing uo before it begins to decrease. The variation of the translocation time with respect to the solvent quality was also studied. It showed that there is a transition, as the solvent quality improves from "poor" to "good": when εAB〈εc (the interaction energy corresponding to the minimum in τ), τdecreases with increasing the value of εAB; when εAB〉εc, τincreases with increasing εAB- When the chain length was changed, it was found that when the absorbed energy uo was greater than uc,τ was proportional to N1.602; for uo〈uc, τ∝N2.248. As the solvent quality improved from "poor" to "good," the translocation probability increased initially before becoming stable. 展开更多
关键词 Monte Carlo simulation Translocation time Absorbed energy Solvent quality
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初始含水量对黄河口潮滩溶质优先运移的影响研究 被引量:8
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作者 王岩 陈友媛 +2 位作者 彭昌盛 王俊鹏 韩亚军 《海洋环境科学》 CAS CSCD 北大核心 2011年第3期310-315,共6页
陆源污染物在潮滩沉积物中的迁移吸附对海洋生态环境有重要影响。选取非吸附性溶质NO3-和吸附性溶质H2PO4-作为示踪剂,通过室内土柱实验研究三种初始含水量对黄河口沉积物中非吸附性溶质和吸附性溶质优先运移的影响。结果表明,干土条件... 陆源污染物在潮滩沉积物中的迁移吸附对海洋生态环境有重要影响。选取非吸附性溶质NO3-和吸附性溶质H2PO4-作为示踪剂,通过室内土柱实验研究三种初始含水量对黄河口沉积物中非吸附性溶质和吸附性溶质优先运移的影响。结果表明,干土条件使得大孔隙对水流和溶质运移的贡献更大,初始穿透更早,相对浓度峰值更大,回收率更高;随着黄河口沉积物初始含水量增高,大孔隙和基质相互作用增强,对溶质的吸附效果增加,尤其是对H2PO4-的吸附效果非常明显,减少了污染物向海洋的输送。 展开更多
关键词 大孔隙 吸附性溶质NO3- 吸附性溶质H2PO4- 溶质优先运移
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Sorption of Water-Extractable Organic Carbon in Various Clay Subsoils: Effects of Soil Properties 被引量:5
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作者 Trung Ta NGUYEN Petra MARSCHNER 《Pedosphere》 SCIE CAS CSCD 2016年第1期55-61,共7页
Clay-rich subsoils are added to sandy soils to improve crop yield and increase organic carbon (C) sequestration; however, little is known about the influence of clay subsoil properties on organic C sorption and deso... Clay-rich subsoils are added to sandy soils to improve crop yield and increase organic carbon (C) sequestration; however, little is known about the influence of clay subsoil properties on organic C sorption and desorption. Batch sorption experiments were conducted with nine clay subsoils with a range of properties. The clay subsoils were shaken for 16 h at 4 ℃with water-extractable organic C (WEOC, 1 224 g C L-1) from mature wheat residue at a soil to extract ratio of 1:10. After removal of the supernatant, the residual pellet was shaken with deionised water to determine organic C desorption. The WEOC sorption was positively correlated with smectite and illite contents, cation exchange capacity (CEC) and total organic C, but negatively correlated with kaolinite content. Desorption of WEOC expressed as a percentage of WEOC sorbed was negatively correlated with smectite and illite contents, CEC, total and exchangeable calcium (Ca) concentrations and clay content, but positively correlated with kaolinite content. The relative importance of these properties varied among soil types. The soils with a high WEOC sorption capacity had medium CEC and their dominant clay minerals were smectite and illite. In contrast, kaolinite was the dominant clay mineral in the soils with a low WEOC sorption capacity and low-to-medium CEC. However, most soils had properties which could increase WEOC sorption as well as those that could decrease WEOC sorption. The relative importance of properties increasing or decreasing WEOC sorption varied with soils. The soils with high desorption had a low total Ca concentration, low-to-medium CEC and low clay content, whereas the soils with low desorption were characterised by medium-to-high CEC and smectite and illite were the dominant clay minerals. We conclude that WEOC sorption and desorption depend not on a single property but rather a combination of several properties of the subsoils in this study. 展开更多
关键词 cation exchange capacity clay mineral illite kaolinite SMECTITE
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