电解质浓度对土壤吸附铜离子时氢离子释放的影响

研究了不同铜离子浓度、不同电解质浓度情况下,吸附铜离子时氢离子释放对两种可变电荷土壤和4种恒电荷土壤悬液pH的影响。研究结果表明,除了黄棕壤外,含铁量越高,由于吸附铜离子后所引起的土壤ΔpH最大值越小。加入的铜离子浓度为10-4 mol L-1时,铜离子吸附对中和曲线形状没有根本影响。在较低浓度时,铜离子吸附时氢离子的释放较少;而在较高浓度时,当体系pH大于一临界值时,开始释放大量氢离子。氧化铁是引起恒电荷土壤和可变电荷土壤在吸附铜离子时氢离子释放差异产生的主要原因。电解质浓度的变化对恒电荷土壤和可变电荷土壤吸附铜离子后中和曲线变化影响有很大的区别,含铁量越高,电解质浓度对土壤吸附铜离子后的氢离子释放的影响越小。     

电解质浓度对土壤吸附铜离子时氢离子释放的影响

研究了不同铜离子浓度、不同电解质浓度情况下,吸附铜离子时氢离子释放对两种可变电荷土壤和4种恒电荷土壤悬液pH的影响。研究结果表明,除了黄棕壤外,含铁量越高,由于吸附铜离子后所引起的土壤ΔpH最大值越小。加入的铜离子浓度为10-4molL-1时,铜离子吸附对中和曲线形状没有根本影响。在较低浓度时,铜离子吸附时氢离子的释放较少;而在较高浓度时,当体系pH值大于一临界值时,开始释放大量氢离子。氧化铁是引起恒电荷土壤和可变电荷土壤在吸附铜离子时氢离子释放差异产生的主要原因。电解质浓度的变化对恒电荷土壤和可变电荷土壤吸附铜离子后中和曲线变化影响有很大的区别,含铁量越高,电解质浓度对土壤吸附铜离子后的氢离子释放的影响越小。     

离子强度和pH对可变电荷土壤与铜离子相互作用的影响

研究了离子强度和pH对可变电荷土壤表面电荷与铜离子吸附的影响。作为对照 ,也研究了它们对恒电荷土壤黄棕壤的有关性质的影响。结果表明 ,随pH升高 ,土壤的表面负电荷增加 ,正电荷减少。对于可变电荷土壤 ,可出现电荷零点 (pH0 )。随pH升高 ,土壤对Cu2 的吸附量增大。随着离子强度增大 ,恒电荷土壤对Cu2 的吸附百分率明显降低 ,可变电荷土壤对Cu2 离子的吸附百分率也降低 ,但降低的幅度比恒电荷土壤者小得多。土壤中氧化铁的含量越高 ,降低的幅度越小。对于含 2 1 %左右游离氧化铁的铁质砖红壤 ,即使支持电解质NaNO3的浓度高达 1molL- 1,对Cu2 的吸附仍然几乎没有影响。从离子强度和pH与土壤表面电荷和铜离子吸附的关系 ,可以推测在土壤对铜离子的吸附中 ,既存在电性吸附 ,又存在专性吸附。在可变电荷土壤对铜离子的吸附中 ,专性吸附较为重要     

不同浓度铜离子土壤的吸附-解吸行为——兼论弱专性吸附态的存在

研究了三种可变电荷土壤和两种恒电荷土壤不同铜离子浓度条件下的吸附-解吸行为。结果表明,不同铜离子浓度下土壤的pH-Cu2+吸附率曲线均在低pH段出现会合,且随着铜离子浓度升高,pH-Cu2+吸附率曲线有向右偏移的趋势。证实了可变电荷土壤中吸附性铜离子可被去离子水解吸,并存在解吸峰现象。针对解吸前后吸附体系pH值的变化研究结果显示,吸附时体系pH低于5.0时,解吸后pH上升;而吸附体系pH高于5.0时,解吸后pH下降,表明pH5.0可能是土壤吸附铜离子机理发生变化的又一个转折点。本文还对专性吸附中弱吸附态的存在和形成原因进行了初步探讨。     

可变电荷土壤吸附铜离子时氢离子的释放

可变电荷土壤吸附铜离子后 ,土壤的中和曲线上不出现pH突跃 ,而变成一条平缓变化的曲线。当土壤悬液的pH低于一定数值时 ,加入铜离子后不释放氢离子。该pH值与土壤中氧化铁的含量有关。氧化铁的含量越高 ,该pH值越高。对于大多数可变电荷土壤 ,此pH值为 4左右。对可变电荷土壤 ,pH值越接近 4,氢离子释放的快速过程越不明显。在pH 4左右 ,加入铜离子后 1 0分钟时 ,释放的氢离子量仅占 6 5分钟时释放量的 3 0 %左右。但当pH值高于 4 5时 ,在大多数情况下 ,加入铜离子后半分钟时释放的氢离子量即可占 6 5分钟时的 5 0 %以上。恒电荷土壤吸附铜离子时氢离子的释放速度比可变电荷土壤快得多。即使pH值低至 3 8,在加入铜离子后半分钟时氢离子的释放量即占 6 5分钟时的 5 6 %以上。可变电荷土壤吸附铜离子时的H/Cu比比恒电荷土壤大得多。当恒电荷土壤悬液中加入0 1mo1L- 1 NaNO3作支持电解质时 ,吸附铜离子时的H/Cu比增大。     

可变电荷土壤和恒电荷土壤CI^—吸附特性的研究

对不同浓度KCI和不同pH下，3种可变电荷土壤和4种恒电荷土壤CI^-吸附量进行了测定。结果表明，土壤CI^-吸附量随平衡CI^-浓度C（e）增加而增大，恒电荷土壤呈线性，可变电荷土壤在添加CI^-0.5-5.0mmol/L下，符合Langmuir吸附等温式。同一浓度下的CI^-吸附量及其随浓度增加的速率均为砖红壤＞红壤＞赤红壤＞黄棕壤＞棕壤、暗棕壤和黑土，与这些土壤所带正电荷量顺序相一致。Langmuir方程K值较小且几种土壤差异不大。恒电荷土壤对CI^-的吸附量很小，在浓度较低时常出现负吸附，其吸附机理可能更多的是与K^ 吸附时的同时吸附。7种土壤CI^-吸附量均随pH增加而降低，但降低强度可变电荷土壤远大于恒电荷土壤。     

恒电荷土壤与可变电荷土壤K+的吸附特性

对我国 3种典型可变电荷土壤和 4种恒电荷土壤在不同 K 浓度和 p H下 K 的吸附特性进行了研究。结果表明 ,两类土壤 K 吸附量均随平衡 K 浓度增加而增加 ,在低浓度 (添加K 0 .1～ 1.0 mmol/ L )时两者符合线性 ,在高浓度 (添加 K 0 .5～ 5 .0 mmol/ L )下两者符合Langmuir方程。L angmuir方程的参数 K两类土壤间差异不大 ,但以可变电荷土壤 >恒电荷土壤 ,说明前类土壤 K吸附结合能较大 ,吸附 K 不易解吸 ,K 有效性较低。p H降低使土壤 K 吸附量减少 ,但恒电荷土壤与可变电荷土壤减少的机理不同 ,前者主要是由于 H 与 K 的竟争吸附 ,而后者主要是由于表面负电荷减少而引起的电性引力的改变。     

恒电荷土壤及可变电荷土壤与离子间相互作用的研究Ⅲ Cu2+和Zn2+的吸附特征

研究了3种典型可变电荷土壤和4种典型恒电荷土壤在不同pH和不同浓度下单纯及共存体系中Cu2 和Zn2 的吸附及其影响因素。结果表明,两类土壤对Cu2 或Zn2 的吸附量均随平衡浓度增加而增大,符合Langmuir吸附等温式;当Cu2 、Zn2 浓度一定时,pH升高使Cu2 、Zn2 吸附量增大,但当pH >5时,Cu2 、Zn2 吸附量随pH变化甚微,出现一个接近最大吸附量的“平台”。当添加Cu2 、Zn2 浓度相同,但二种离子的总浓度不同时,平衡液的Cu2 /Zn2 浓度比均小于1,说明两类土壤对Cu2 的吸附选择性大于Zn2 ,且这种趋势不因pH和离子浓度而改变。当Cu2 、Zn2 共存时,使可变电荷土壤的Zn2 吸附量减小约70 % ,是恒电荷土壤降低量的约1.5倍;可变电荷土壤吸附一个Cu2 或Zn2 时所释放H 的平均数,明显大于恒电荷土壤者,说明可变电荷土壤对Cu2 及Zn2 的吸附中专性吸附的比例较恒电荷土壤大     

氟离子、磷酸根和铬酸根在可变电荷土壤表面吸附过程中羟基释放动力学

用恒pH自动电位滴定装置研究了氟离子(F-)、磷酸根(H2PO4-)和铬酸根(CrO42-)在3种可变电荷土壤表面吸附过程中羟基(-OH)释放的动力学。研究结果表明,3种阴离子在可变电荷土壤表面吸附时-OH释放量的大小顺序为:F->>H2PO4->CrO42-,这与土壤对3种阴离子吸附量的大小顺序一致。pH对不同阴离子体系中-OH释放的影响不同,在F-体系中,pH5.0时-OH释放量最高,其次为pH6.0时,pH4.0时-OH释放量最小;CrO42-体系中-OH释放量随pH的增加而减小;pH对H2PO4-体系中-OH释放的影响较小。Elovich方程(Y=a kln(t))能够很好拟合2～60min之间的动力学数据,说明-OH释放的速率随时间增加而减小。比较速率常数k的大小可以发现,虽然F-体系中3种可变电荷土壤在前2min释放的-OH量有很大差异,但在2～60min内,-OH释放速率差别不大。在H2PO4-和CrO42-体系中,-OH释放速率的大小顺序是:昆明砖红壤>徐闻砖红壤>江西红壤,与土壤铁、铝氧化物含量一致。     

CrO42-对两种可变电荷土壤表面电荷的影响

对两种可变电荷土壤的研究结果表明,加入铬酸根(CrO42-)能增加土壤的表面负电荷,减小土壤的表面正电荷的量。CrO42-对表面正电荷的影响程度随体系pH的增加而减小,对负电荷的影响呈相反的趋势。CrO42-对表面电荷的影响程度也随其加入量的增加而增加。CrO42-主要通过自身的吸附来影响土壤的表面电荷,因为伴随着土壤表面电荷的变化,CrO42-在土壤中发生明显的吸附。而且土壤对CrO42-的吸附量随其加入量的增加而增加,随pH的升高而减小,与土壤电荷的变化趋势基本一致。     

可变电荷或永久电荷土壤上的电荷特征与土壤对Cu2+的吸附－解吸之间的交互作用

Charge characteristics and Cu^2 adsorption-desorption of soils with variable charge(latosol)and permanent charge(brown soil)and the relationship between them were studied by means of back-titration and adsorption equilibrium respectively.The amount of variable negative charge was much less in variable-charge soil than in permanent-charge soil and increased with the pH in the system,but the opposite trend occurred in the points of zero charge(PZCs).The amount of Cu^2 ions sorbed by permanent-charge soil was more than that by variable-charge soil and increased with the increase of Cu^2 concentration within a certain range in the equilibrium solution.The amount of Cu^2 ions desorbed with KCl from permanent-charge soil was more than that from variable-charge soil,but the amount of Cu^2 ions desorbed with de-ionized water from permanent-charge soil was extremely low whereas there was still a certain amount of desorption from variable-charge soil.The increase of PZC of soils with variable or permanent change varied with the increment of Cu^2 ions added.When the same amount of Cu^2 ions was added,the increments of PZC and variable negative surface chargc of permanent-charge soil were different from those of variable-charge soil.     

Ionic-strength and pH effects on the sorption of cadmium and the surface charge of soils

Two Oxisols (Mena and Malanda), a Xeralf and a Xerert from Australia and an Andept (Patua) and a Fragiaqualf (Tokomaru) from New Zealand were used to examine the effect of pH and ionic strength on the surface charge of soil and sorption of cadmium. Adsorption of Cd was measured using water, 0.01 mol dmp^?3 Ca(NO₃)₂, and various concentrations of NaNO₃ (0.01–1.5 mol dm^?3) as background solutions at a range of pH values (3–8). In all soils, the net surface charge decreased with an increase in pH. The pH at which the net surface charge was zero (point of net zero charge, PZC) differed between the soils. The PZC was higher for soils dominated by variable-charge components (Oxisols and Andept) than soils dominated by permanent charge (Xeralf, Xerert and Fragiaqualf). For all soils, the adsorption of Cd increased with an increase in pH and most of the variation in adsorption with pH was explained by the variation in negative surface charge. The effect of ionic strength on Cd adsorption varied between the soils and with the pH. In Oxisols, which are dominated by variable-charge components, there was a characteristic pH below which increasing ionic strength of NaNO₃ increased Cd adsorption and above which the reverse occurred. In all the soils in the normal pH range (i.e. pH>PZC), the adsorption of Cd always decreased with an increase in ionic strength irrespective of pH. If increasing ionic strength decreases cation adsorption, then the potential in the plane of adsorption is negative. Also, if increasing ionic strength increases adsorption below the PZC, then the potential in the plane of adsorption must be positive. These observations suggest that, depending upon the pH and PZC, Cd is adsorbed when potential in the plane of adsorption is either positive or negative providing evidence for both specific and non-specific adsorption of Cd. Adsorption of Cd was approximately doubled when Na rather than Ca was used as the index cation.     

七种钾释放动力学方程的比较和动力学参数的应用

Batch equilibrium experiments were conducted to investigate cadmium （Cd） sorption by two permanent-charge soils, a yellow-cinnamon soil and a yellow-brown soil, and two variable-charge soils, a red soil and a latosol, with addition of selected organic acids （acetate, tartrate, and citrate）. Results showed that with an increase in acetate concentrations from 0 to 3.0 mmol L^-1, Cd sorption percentage by the yellow-cinnamon soil, the yellow-brown soil, and the latosol decreased. The sorption percentage of Cd by the yellow-clnnamon soil and generally the yellow-brown soil （permanent-charge soils） decreased with an increase in tartrate concentration, but increased at low tartrate concentrations for the red soil and the latosol. Curves of percentage of Cd sorption for citrate were similar to those for tartrate. For the variable-charge soils with tartrate and citrate, there were obvious peaks in Cd sorption percentage. These peaks, where organic acids had maximum influence, changed with soil type, and were at a higher organic acid concentration for the variable-charge soils than for the permanent charge soils. Addition of cadmium after tartrate adsorption resulted in higher sorption increase for the varlable-charge soils than permanent-charge soils. When tartrate and Cd solution were added together, sorption of Cd decreased with tartrate concentration for the yellow-brown soil, but increased at low tartrate concentrations and then decreased with tartrate concentration for the red soil and the latosol.     

几种有机酸对可变电荷和恒电荷土壤吸附镉的影响

The objectives of this study were to illustrate the reaction processes, to identify and quantify the precipitates formed, and to estimate the porosity losses in order to eliminate drawbacks during remediating monochlorobenzene （MCB） and trichloroethylene （TCE）-contaminated aquifers using the ORC-GAC-Fe^0-CaCO3 system. The system consisted of four columns （112 cm long and 10 cm in diameter） with oxygen-releasing compound （ORC）, granular activated carbon （GAC）, zero-valent iron （Fe^0）, and calcite used sequentially as the reactive media. The concentrations of MCB in the GAC column effluent and TCE in the Fe^0 column effluent were below the detection limit. However, the concentrations of MCB and TCE in the final calcite column exceeded the maximum contaminant level （MCL） under the Safe Drinking Water Act of the US Environmental Protection Agency （US EPA） that protects human health and environment. These results suggested that partitioning of MCB and TCE into the gas phase could occur, and also that transportation of volatile organic pollutants in the gas phase was important. Three main precipitates formed in the ORC-GAC-Fe^0-CaCO3 system： CaCO3 in the ORC column along with Fe（OH）2 and FeCO3 in the Fe^0 column. The total porosity losses caused by mineral precipitation corresponded to about 0.24% porosity in the ORC column, and 1% in the Fe^0 column. The most important cause of porosity losses was anaerobic corrosion of iron. The porosity losses caused by gas because of the production and entrapment of oxygen in the ORC column and hydrogen in the Fe^0 column should not be ignored. Volatilization, precipitation and porosity losses were considered to be the main drawbacks of the ORC-GAC-Fe^0-CaCO3 system in remediating the MCB and TCE-contaminated aquifers. Thus, measurements such as using a suitable oxygen-releasing compound, weakening the increase in pH using a buffer material such as soil, stimulating biodegradation rates and minimizing the plugging caused by the relatively high dissolved oxygen levels should be taken to eliminate the drawbacks and to improve the efficiency of the ORC-GAC-Fe^0-CaCO3 system.     

Effects of phthalic and salicylic acids on Cu(II) adsorption by variable charge soils

In the present study, the effect of two substituted benzoic acids on Cu(II) adsorption onto two variable charge soils was investigated, with the emphasis on the adsorption and desorption equilibrium of Cu(II). Results showed that the presence of organic acids induced an increase in Cu(II) adsorption onto the two soils. The extent of the effect was related to the initial concentrations of Cu(II) and organic acid, the system pH, and the nature of the soils. The effect of organic acids was greater for Oxisol than for Ultisol. Phthalic acid affected Cu(II) adsorption to a greater extent than salicylic acid did. The effect of organic acids varied with pH. The adsorption of Cu(II) induced by organic acids increased with increasing pH and reached a maximum value at approximately pH 4.5, and then decreased. It can be assumed that the main reason for the enhanced adsorption of Cu(II) is an increase in the negative surface charge caused by the specific adsorption of organic anions on soils because the desorption of Cu(II) adsorbed in organic acid systems was greater than that for the control. The desorption of Cu(II) absorbed in both control and organic acid systems also increased with increasing pH; it reached a maximum value at pH ∼5.25 for control and salicylic acid systems and at pH ∼5.1 for a phthalic acid system, then decreased. This interesting phenomenon was caused by the characteristics of the surface charge of variable charge soils.     

Liming Decreases the Vertical Mobility of Potassium in Acidic Soils

Liming increases soil negative charges and thus affects the chemical equilibrium of cations between the solid phase and the soil solution with consequences for the mobility of cations. The effects of lime and potassium chloride (KCl) addition on the vertical movement of potassium (K), calcium (Ca), and magnesium (Mg) were investigated in two Brazilian soils. The experiment was carried out in leaching columns. Treatments included a combination of rates of KCl (0, 50, 100, and 200 mg kg^?1 K) and acidity levels (without and with liming). Seven water percolations (400 mL per column) were performed at weekly intervals, totaling an equivalent to 357 mm of rain. Raising the soil pH decreased the leaching of K, in both soils, up to 50% because of the increase of its electrostatic adsorption on created negative charges. Addition of KCl increased the percolation of K, Ca, and Mg proportionally to the rate applied, and it was more efficient than calcium carbonate to percolate Ca in both soils. Liming must be taken into consideration when K leaching or plant needs of K are estimated in predominantly variable-charge soils.     

pH、离子强度和介电常数对低分子量有机酸在红壤中吸附行为的影响

通过一次平衡法考察了pH、离子强度和溶剂介电常数对红壤吸附低分子量有机酸的影响。研究结果表明,随着溶液pH值的升高有机酸的吸附量降低,其中草酸和酒石酸的吸附量在pH 3.5 ~ 5.0范围内随着pH值的升高而急剧下降,之后缓慢下降（pH 5.0 ~ 7.0）。柠檬酸、酒石酸和苹果酸的吸附量在1 ~ 2 mmol/L初始浓度范围内随着离子强度的增加没有明显变化,但在2 ~ 20 mmol/L初始浓度范围内却随着离子强度的增加而增加。红壤对草酸、柠檬酸、酒石酸和苹果酸的吸附量均随着溶剂介电常数的减小而增加。当溶剂中含6% 的乙醇时,草酸、柠檬酸、酒石酸和苹果酸的吸附量分别是对照（不含乙醇）的1.05、1.05、1.11和1.31倍。