英语翻译3.3.Effect of coagulation on organic matterThe level of the organic matter was measured as potassium permanganate (KMnO4) demand,DOC and absorbance at 254 nm.The process removed the background organics to less than the recommended goal (3

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英语翻译3.3.Effect of coagulation on organic matterThe level of the organic matter was measured as potassium permanganate (KMnO4) demand,DOC and absorbance at 254 nm.The process removed the background organics to less than the recommended goal (3

英语翻译3.3.Effect of coagulation on organic matterThe level of the organic matter was measured as potassium permanganate (KMnO4) demand,DOC and absorbance at 254 nm.The process removed the background organics to less than the recommended goal (3
英语翻译
3.3.Effect of coagulation on organic matter
The level of the organic matter was measured as potassium permanganate (KMnO4) demand,DOC and absorbance at 254 nm.The process removed the background organics to less than the recommended goal (3 mg/1 as KMnO4 demand) as show in Fig.5.The effluent of the sand filtration showed a small reduction in CODMn because there is no sediment after the coagulation,while UF effluent showed a good reduction in CODMn for its ability to remove turbidity and particles.We can see from Fig.4 that 40 mg/1 alum is the optimum dosage for CODMn removal.
The different dosages of added coagulants may not only affect the UF flux but also the rejection characteristics for substances in the water,especially for organic macromolecular compounds with molecular weights from 0.5 to 100 KDa,such as humic and tannic acids,polysaccharides and proteins.Fig.6 shows the removal of DOC as a function of alum dose for Songhuajiang River raw water with a DOC of 10 mg/1.A 30-40% reduction in DOC was observed with DOC removal increasing as the alum dose increased.
Although DOC concentration is the accepted measure of DOM content in natural waters,UV254 absorbance is often used as a surrogate for DOC concentration.Fig.7 shows the reduction of UV254 absorbance with water samples after sand filtration and after UF.
SUVA at 254 nm is an indicator of the humic content of water [12].The principle behind this measurement is that UV-absorbing constituents will absorb UV light in proportion to their concentration.Waters with low SUVA values contain primarily non-humic organic matter and are not amenable to enhanced coagulation.On the other hand,waters with high SUVA values generally are amenable to enhanced coagulation [ 13].Fig.8 shows the effect of coagulation on SUVA variation.The sources of water used in this research were less than 2.0 1/mg.m,and the SUVA of ultrafiltrated water is higher than that of raw water.

英语翻译3.3.Effect of coagulation on organic matterThe level of the organic matter was measured as potassium permanganate (KMnO4) demand,DOC and absorbance at 254 nm.The process removed the background organics to less than the recommended goal (3
一级的有机质测定高锰酸钾(高锰酸钾)的需求,DOC和吸收波长为254 nm .删除该进程的背景有机物不到目标的建议( 3毫克/ 1高锰酸钾需求)为显示图.5 .出水的砂滤显示一个小减少CODMn ,因为没有泥沙后凝固,而超滤出水显示了良好的减少CODMn的能力,消除浊度和颗粒.我们可以看到从图.4 ,40毫克/ 1明矾是最佳用量为CODMn去除率.
不同剂量的增加混凝剂不仅会影响超滤通量,而且还拒绝特征的物质在水中,特别是有机大分子化合物,分子量从0.5到100 kDa的,如腐植酸和单宁酸,多糖和蛋白质.图.6显示了取消商务部作为一个功能的明矾剂量松花江原水,以文档为10毫克/ 1 .阿减少30-40 %的DOC观察的DOC去除率随铝剂量的增加.
虽然DOC浓度是公认的衡量标准的DOM内容自然水域,UV254吸光度往往是作为一种替代的DOC浓度.图.7显示减少UV254吸光度与水样后,砂滤和超滤后.
苏瓦波长为254 nm是一个指标,腐殖酸含量的水[ 12 ] .背后的原则是,这种测量紫外线吸收成分会吸收紫外线中所占的比例其浓度.水域低苏瓦值包含主要是非腐植酸有机质和不服从强化混凝.另一方面,水域高苏瓦价值观通常服从强化混凝[ 13 ] .图.8显示效果凝固苏瓦变化.水源用于这项研究均小于2.0 1/mg.m ,并在苏瓦的超滤水高于原水.

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