首页> 外文学位 >EXPERIMENTAL AND THEORETICAL STUDY OF SODIUM CHLORIDE AND CALCIUM CHLORIDE TRANSPORT THROUGH CELLULOSE ACETATE MEMBRANES USING A REVERSE OSMOSIS BATCH CELL.
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EXPERIMENTAL AND THEORETICAL STUDY OF SODIUM CHLORIDE AND CALCIUM CHLORIDE TRANSPORT THROUGH CELLULOSE ACETATE MEMBRANES USING A REVERSE OSMOSIS BATCH CELL.

机译:逆渗透压分批处理细胞通过醋酸纤维素膜运输氯化钠和氯化钙的实验和理论研究。

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Unsteady-state nature of Reverse Osmosis batch cell made it difficult to collect accurate data. Unsteady-state behavior has been investigated theoretically and empirically. Quasi-steady state equation is used to determine the steady state permeate concentration in R-O batch cell and gives accurate estimation of time required to reach steady state. Extensive steady state R-O data were collected for NaCl, CaCl(,2), NaCl + CaCl(,2) using three CA Membranes. Pusch(1977) showed that 1/R = A + B 1/J('2) where R is rejection coefficient and J(,v) is total volume flux through membrane. Most of our R-O data show linear relationship between 1/R and 1/J(,v) does occur. In general, data follows Kadem-Katchalsky model which predicts intercept A as greater or equal to unity and the linear relationship between 1/R vs. 1/J(,v). For NaCl an increase in feed concentration caused increase in slope B: for CaCl(,2), increase in feed concentration causes decrease in in slope B. A few investigations showed the predicted linear relationship between 1/R and 1/J(,v) does occur experimentally, but slope, B, varies with feed concentration in some cases and not in others. This conflict is resolved by applying Glueckauf's(1976) electrodynamic theory for partition coefficient which arrised in the quantity B. Using Glueckauf's theory can estimate the pore radius of a membrane in addition. Experimental results indicate variation in the slope B with respect to feed concentration is minimal when using high feed concentrations or membranes with large pores. Feasibility of hardness removal by R-O was also considered. Experimental results indicate the rejection coefficient of CaCl(,2) is much greater than that of NaCl for the same normal concentration. It is possible to achieve more than 97% rejection of CaCl(,2) using R-O. Multisolute (NaCl + CaCl(,2)) experiments were performed and its data obtained follow the multi-solute diffusion model. Increase in rejection coefficient for CaCl(,2) and decrease in the rejection coefficient for NaCl, as compared to rejection coefficients obtained from single solute experiments, were observed.(, )
机译:反渗透批处理池的非稳态性质使其难以收集准确的数据。理论上和经验上都研究了非稳态行为。准稳态方程用于确定R-O批处理池中的稳态渗透物浓度,并给出达到稳态所需时间的准确估计。使用三个CA膜收集了NaCl,CaCl(,2),NaCl + CaCl(,2)的广泛稳态R-O数据。 Pusch(1977)表明1 / R = A + B 1 / J('2),其中R是排斥系数,J(,v)是通过膜的总体积通量。我们的大多数R-O数据表明1 / R和1 / J(,v)之间确实存在线性关系。通常,数据遵循Kadem-Katchalsky模型,该模型预测截距A大于或等于1,并且预测1 / R与1 / J(,v)之间的线性关系。对于NaCl,进料浓度的增加导致斜率B的增加:对于CaCl(,2),进料浓度的增加引起斜率B的减少。一些研究表明,预测的R / R和1 / J(,v之间的线性关系) )确实是通过实验实现的,但在某些情况下(而不是在其他情况下),斜率B随饲料浓度而变化。通过将Glueckauf(1976)的电动力学理论用于分配到B量中的分配系数,可以解决此冲突。使用Glueckauf的理论还可以估算膜的孔径。实验结果表明,当使用高进料浓度或具有大孔的膜时,斜率B相对于进料浓度的变化最小。还考虑了通过R-O去除硬度的可行性。实验结果表明,在相同的标准浓度下,CaCl(,2)的截留系数远大于NaCl的截留系数。使用R-O可以实现超过97%的CaCl(,2)截留率。进行了多溶质(NaCl + CaCl(,2))实验,其数据遵循多溶质扩散模型。与从单个溶质实验获得的截留系数相比,观察到了CaCl(,2)截留系数的增加和NaCl截留系数的减小。(,)

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