微波－混凝法处理滇池高藻原水的实验研究

实验采用微波－混凝法处理滇池高藻原水,考察了混凝剂聚合氯化铝（PAC）投加量、进水pH值、微波功率及辐照时间对除藻去浊效果的影响,并与单一混凝的处理效果进行了对比。结果表明：在PAC投加量为80mg／L、进水pH值为8—9、微波功率为600W、辐照时间为1．5min的条件下除藻去浊效果最佳,除藻率达94．4％,剩余浊度可从89NTU降到3NTU左右;微波－混凝法对滇池高藻原水的处理效果明显优于单一混凝,同时可降低混凝剂用量,具有良好的强化混凝效果。     

聚合氯化铝-高锰酸钾-羟基氧化铁复合强化混凝微污染原水

选用聚合氯化铝（PAC）与高锰酸钾、羟基氧化铁进行复配,强化混凝处理微污染原水。研究了复合混凝剂投加量、反应时间、进水pH、进水有机物浓度等对混凝效果的影响及絮体的沉淀性能。结果表明,PAC-KMnO4-β-FeOOH三元复合混凝剂具有显著的强化混凝效果,与相同条件下单投PAC及PAC-KMnO4二元复合混凝相比,TOC去除率分别提高了30%与20%。达到相同的浊度去除效果,三元复配混凝剂可缩短27%~50%的反应时间,减少65%~75%的沉淀时间。进水pH、有机物浓度在一定范围内变动时,PAC-KMnO4-β-FeOOH三元复合混凝剂对浊度与TOC的去除率均高于单投PAC的处理效果,三元复合混凝剂具有较强的抗水质变化冲击能力。     

淀粉改性絮凝剂与PAC复合絮凝发制品废水性能研究:小试和中试

发制品在生产过程中产生大量废水,一般首先通过混凝/絮凝预处理去除废水中大部分悬浮胶体颗粒及少量可溶性物质.本研究中,设计并合成了两种含有强阳离子季铵盐基团的淀粉改性絮凝剂,分别是基团位于主链的3-氯-2-羟丙基三甲基氯化铵改性淀粉(St-CTA-DQ)和基团位于侧链的淀粉接枝聚甲基丙烯酰氧乙基三甲基氯化铵(St-g-PDMC-DQ).将它们分别在小试和中试规模下与聚合氯化铝(PAC)复合絮凝发制品废水,重点考察了复合絮凝中无机混凝剂与高分子絮凝剂的投加顺序与投加量等因素影响.实验室小试结果表明,先加PAC再加改性淀粉絮凝剂的絮凝工艺效果明显优于先加高分子絮凝剂再加PAC及两者同时加入的絮凝工艺;当与两种淀粉改性絮凝剂分别复合使用时,St-CTA-DQ与St-g-PDMC-DQ投加量分别为:10 mg·L~(-1)和20 mg·L~(-1),PAC的最佳投加量(90 mg·L~(-1))相比其单独使用(190 mg·L~(-1))下降一半以上;且复合絮凝对于浊度和UV_(254)的去除效果明显增强;形成的絮体尺寸更大,结构也更为密实;中试实验结果基本与小试一致.这是因为除了PAC电中和作用外,加入的阳离子高分子絮凝剂同时具有混凝和絮凝双重功能,能够进一步通过电中和与黏结架桥作用去除废水中污染物与初级絮体.同时还比较了上述两种阳离子淀粉改性絮凝剂不同结构对其絮凝性能影响,阳离子基团位于主链的St-CTA-DQ具有更佳的絮凝性能.淀粉改性絮凝剂与PAC复合使用在发制品废水处理中拥有良好的应用前景.     

聚氯硫酸铝铁的制备及絮凝性能研究

以粉煤灰为主要原料制备聚氯硫酸铝铁(PAFCS)新型无机高分子絮凝剂,并对该絮凝剂的X-射线衍射图和透射电镜照片进行了分析;同时比较了该絮凝剂和聚合氯化铝(PAC)絮凝剂对模拟水样的净水效果,结果表明：该絮凝剂的除浊效果和沉降效果要优于聚合氯化铝(PAC)．     

高浓度聚合氯化铁混凝剂的净水效果

采用共聚方法制备聚合氯化铁混凝剂．试验了它对模拟水的除浊和脱色效果,对高、中、低浊度的地表水以及炼油废水的处理效果．实验结果表明：与FeCl3相比,聚合氯化铁(PFC)具有更好的除浊、脱色效果,COD去除率、除油率的效果大大提高;W／Fe摩尔比对PFC混凝效果的影响不尽相同,在实际水处理中,应根据处理对象的不同,选择合适的参数以达到最佳的混凝效果．     

石材开采加工区域受污染溪水絮凝处理的研究

针对花岗石开采加工区域受污染溪水的特点,研究聚合氯化铝PAC（絮凝剂）与聚丙烯酰胺PAM（助凝剂）在不同加入量、不同搅拌转速、不同絮凝反应时间和不同静置沉降时间条件下的污水处理效果。首先通过设计影响絮凝的单因素试验与正交试验,获得影响絮凝效果的主次因子顺序（PAM加入量〉静置沉降时间〉PAC加入量〉絮凝反应时间〉搅拌转速）与絮凝效果最佳的工艺条件（PAC=20mg.L-1、PAM=2.5mg.L-1、搅拌转速=300r.min-1、絮凝反应时间=8min、静置沉降时间=15min）。然后依此对受污染溪水原样进行絮凝处理,使受污染溪水的浊度与SS分别从原来的17.6NTU与300mg.L-1下降至0.98NTU与17mg.L-1,达到《污水综合排放标准》GB8978-1996中的一级标准（SS≤20mg.L-1）,这为受污染溪水的降浊处理提供一条有效途径,对保护环境、节约水资源、降低石材企业生产成本与可持续发展具有重要意义。     

高浓度PASC复合混凝剂的混凝动力学研究

以铝酸钠为碱化剂,合成了具有不同 Si/Al摩尔比的聚硅氯化铝复合混凝剂(PASC),采用透光率脉动检测技术并结合混凝效能和Zeta电位的测定结果,对PASC以及聚合氯化铝(PAC)、参比PACref在混凝过程中絮集物形成和增长的变化差异作了对比研究.结果表明,混凝过程中,Zeta电位、剩余浊度以及混凝指数密切相关.采用铝酸钠为碱化剂合成并引入硅酸钠的混凝剂,有利于提高凝聚速度和絮集物颗粒大小.在Si/Al摩尔比为0.10时处理效果达到最佳.     

粘土矿复合聚合氯化铝凝聚给水中的藻类

采用粘土矿复合聚合氯化铝 (PAC)对凝聚给水中的藻类进行了研究 .结果表明 ,粘土矿的加入不仅可显著增加絮体的密实度 ,加快其沉降速度 ,使沉淀后的活藻絮体在微扰动下不再漂浮上升 ,从而可有效阻止堵塞滤池 ,而且使沉淀后的底泥体积减少了 31 % ,沉降后出水中叶绿素a的浓度降到 1 3μg·l- 1 ,铝的含量低于 0 2mg·l- 1 .     

壳聚糖絮凝剂对聚合氯化铝的助凝作用

以壳聚糖絮凝剂作为聚合氯化铝(PAC)的助凝剂,絮凝处理颐和园昆明湖湖水,考察了PAC在壳聚糖助凝作用下对浊度和有机物的去除效果,以及水中残留铝浓度的变化．结果表明,壳聚糖对PAC的助凝作用显著,PAC中加入壳聚糖絮凝剂后,浊度和有机物去除率均明显提高．     

铝矿赤泥强化聚合氯化铝混凝除磷试验研究

对聚合氯化铝(PAC)投加赤泥前后的除磷效果及絮体进行了研究.结果表明,赤泥对PO3-4有吸附作用;投加一定量赤泥,提高了实验室模拟废水和实际污水中磷的去除率;与单用PAC相比,赤泥的加入增强了絮体的持磷性,增加了絮体的密实度,缩小了底泥的体积,强化了PAC的除磷性能.     

Separating method and dynamic processes of Nano-Al13

In order to investigate the characteristics of pure Nano-Al₁₃, Nano-Al₁₃ was separated and purified from a series of poly-aluminum chloride (PAC) solutions which had the same Al₁₃ percentage but different total Al concentrations, by using column chromatography, ethanol-acetone resolving and SO^2? ₄/Ba²⁺ displacement. The Al₁₃ species yield was characterized by Al-ferron timed complexation spectrophotometry and ²⁷Al-NMR (nuclear magnetic resonance). The coagulation efficiency of Nano-Al₁₃, PAC and AlCl₃ in synthetic water was also investigated by Jar tests. The dynamic process and aggregation state of kaolin suspensions coagulating with Nano-Al₁₃, PAC and AlCl₃ were similarly investigated using a photometric dispersion analyzer 2000 (PDA2000). The experimental results indicated that the ethanol-acetone resolving method was simple and could separate the PAC solution at different concentrations, while column chromatography could separate PAC solutions at low concentrations. The SO₄ ^2?/Ba²⁺ displacement method could separate PAC solutions at high concentrations. However, extra inorganic cation and anion could be added in the solution during separation. The coagulation efficiency and dynamic experimental results showed that Nano-Al₁₃ with high positive-charged species was effective in removing turbidity and color. The dynamic process results showed that Nano-Al₁₃ also had the best recovery capability after shearing compared with PAC and AlCl₃ because the Nano-Al₁₃ conformation is more effective in charge neutralization.     

Surface water treatment benefits from the presence of algae: Influence of algae on the coagulation behavior of polytitanium chloride

• Emerging titanium coagulation was high-efficient for algae-laden water treatment. • Polytitanium coagulation was capable for both algae and organic matter removal. • Surface water purification was improved by around 30% due to algae inclusion. • Algae functioned as flocculant aid to assist polytitanium coagulation. • Algae could enhance charge neutralization capability of polytitanium coagulant. Titanium-based coagulation has proved to be effective for algae-laden micro-polluted water purification processes. However, the influence of algae inclusion in surface water treatment by titanium coagulation is barely reported. This study reports the influence of both Microcystis aeruginosa and Microcystis wesenbergii in surface water during polytitanium coagulation. Jar tests were performed to evaluate coagulation performance using both algae-free (controlled) and algae-laden water samples, and floc properties were studied using a laser diffraction particle size analyzer for online monitoring. Results show that polytitanium coagulation can be highly effective in algae separation, removing up to 98% from surface water. Additionally, the presence of algae enhanced organic matter removal by up to 30% compared to controlled water containing only organic matter. Polytitanium coagulation achieved significant removal of fluorescent organic materials and organic matter with a wide range of molecular weight distribution (693–4945 Da) even in the presence of algae species in surface water. The presence of algae cells and/or algal organic matter is likely to function as an additional coagulant or flocculation aid, assisting polytitanium coagulation through adsorption and bridging effects. Although the dominant coagulation mechanisms with polytitanium coagulant were influenced by the coagulant dosage and initial solution pH, algae species in surface water could enhance the charge neutralization capability of the polytitanium coagulant. Algae-rich flocs were also more prone to breakage with strength factors approximately 10% lower than those of algae-free flocs. Loose structure of the flocs will require careful handling of the flocs during coagulation-sedimentation-filtration processes.     

A cellphone-based colorimetric multi-channel sensor for water environmental monitoring

● A cellphone-based colorimetric multi-channel sensor for in-field detection. ● A universal colorimetric detection platform in the absorbance range of 400–700 nm. ● Six-fold improvement of sensitivity by introducing a transmission grating. ● Quantifying multiple water quality indexes simultaneously with high stability. The development of colorimetric analysis technologies for the commercial cellphone platform has attracted great attention in environmental monitoring due to the low cost, high versatility, easy miniaturization, and widespread ownership of cellphones. This work demonstrates a cellphone-based colorimetric multi-channel sensor for quantifying multiple environmental contaminants simultaneously with high sensitivity and stability. To improve the sensitivity of the sensor, a delicate optical path system was created by using a diffraction grating to split six white beams transmitting through the multiple colored samples, which allows the cellphone CMOS camera to capture the diffracted light for image analysis. The proposed sensor is a universal colorimetric detection platform for a variety of environmental contaminants with the colorimetry assay in the range of 400–700 nm. By introducing the diffraction grating for splitting light, the sensitivity was improved by over six folds compared with a system that directly photographed transmitted light. As a successful proof-of-concept, the sensor was used to detect turbidity, orthophosphate, ammonia nitrogen and three heavy metals simultaneously with high sensitivity (turbidity: detection limit of 1.3 NTU, linear range of 5–400 NTU; ammonia nitrogen: 0.014 mg/L, 0.05–5 mg/L; orthophosphate: 0.028 mg/L, 0.1–10 mg/L; Cr (VI): 0.0069 mg/L, 0.01–0.5 mg/L; Fe: 0.025 mg/L, 0.1–2 mg/L; Zn: 0.032 mg/L, 0.05–2 mg/L) and reliability (relative standard deviations of six parallel measurements of 0.37%–1.60% and recoveries of 95.5%–106.0% in surface water). The miniature sensor demonstrated in-field sensing ability in environmental monitoring, which can be extended to point-of-care diagnosis and food safety control.     

壳聚糖负载膨润土处理高浊度废水的效果

以天然膨润土为原料,壳聚糖为改性剂,采用微波改性技术制备了壳聚糖负载膨润土,应用于高浊度废水的处理.通过正交试验确定了废水处理工艺各种影响因素的最佳条件.比较了负载土、原土、壳聚糖的处理效果,结果表明:负载土对高浊度废水的去浊效果明显好于原土、壳聚糖;对于浊度为9250～9480 NTU的废水,经30 min自由沉降后,在投土量为4.0 g·L~(-1)、投土粒度为0.150 mm、搅拌速度为100 r·min~(-1)、搅拌时间为10 min的条件下,废水剩余浊度为6.0～7.0 NTU,浊度去除率高达99.9%.出水水质满足<再生水作循环冷却水水质>的水质要求.     

高效絮凝反应器处理生活污水试验研究

本文采用高效絮凝模拟反应器进一步对实际生活污水进行连续运行处理试验，结果表明，直接絮凝沉淀处理后的出水浊度去除率和ＣＯＤ去除率分别达到９３．４％和７９．２％，可完全达到排放标准。絮凝处理后再经纤维过滤柱过滤处理，可控制出水浊度在１．０ＮＴＵ以下，ＣＯＤ去除率增加５．０￣７．０％，试验结果进一步验证了这种高效絮凝装置具有高效处理效能及实际工程应用推广价值。     

Using loose nanofiltration membrane for lake water treatment: A pilot study

• A pilot study was conducted for drinking water treatment using loose NF membranes. • The membranes had very high rejection of NOM and medium rejection of Ca²⁺/Mg²⁺. • Organic fouling was dominant and contribution of inorganic fouling was substantial. • Both organic and inorganic fouling had spatial non-uniformity on membrane surface. • Applying EDTA at basic conditions was effective in removing membrane fouling. Nanofiltration (NF) using loose membranes has a high application potential for advanced treatment of drinking water by selectively removing contaminants from the water, while membrane fouling remains one of the biggest problems of the process. This paper reported a seven-month pilot study of using a loose NF membrane to treat a sand filtration effluent which had a relatively high turbidity (~0.4 NTU) and high concentrations of organic matter (up to 5 mg/L as TOC), hardness and sulfate. Results showed that the membrane demonstrated a high rejection of TOC (by>90%) and a moderately high rejection of two pesticides (54%–82%) while a moderate rejection of both calcium and magnesium (~45%) and a low rejection of total dissolved solids (~27%). The membrane elements suffered from severe membrane fouling, with the membrane permeance decreased by 70% after 85 days operation. The membrane fouling was dominated by organic fouling, while biological fouling was moderate. Inorganic fouling was mainly caused by deposition of aluminum-bearing substances. Though inorganic foulants were minor contents on membrane, their contribution to overall membrane fouling was substantial. Membrane fouling was not uniform on membrane. While contents of organic and inorganic foulants were the highest at the inlet and outlet region, respectively, the severity of membrane fouling increased from the inlet to the outlet region of membrane element with a difference higher than 30%. While alkaline cleaning was not effective in removing the membrane foulants, the use of ethylenediamine tetraacetate (EDTA) at alkaline conditions could effectively restore the membrane permeance.     

The influence of chlorinated aromatics' structure on their adsorption characteristics on activated carbon to tackle chemical spills in drinking water source

This study focused on evaluating the efficiency of powdered activated carbon (PAC) adsorption process and tackling chlorobenzenes and chlorophenols spill in drinking water source. The adsorption kinetics and PAC’s capacities for five chlorobenzenes and three chlorophenols at drinking water contamination levels were studied in order to determine the influence of different functional groups on the adsorption behavior. The results showed that PAC adsorption could be used as an effective emergency drinking water treatment process to remove these compounds. The adsorption kinetics took 30 min to achieve nearly equilibrium and could be described by both pseudo first-order and pseudo second-order models. A mathematic relationship was developed between the pseudo first-order adsorption rate constant, k₁, and the solutes’ properties including lgK_ow, polarizability and molecular weight. The Freundlich isotherm equation could well describe the adsorption equilibrium behaviors of chlorinated aromatics with r² from 0.920 to 0.999. The H-bond donor/acceptor group, hydrophobicity, solubility and molecular volume were identified as important solute properties that affect the PAC adsorption capacity. These results could assist water professionals in removing chlorinated aromatics during emergency drinking water treatment.