高温地热流体来源氟在环境中的分布特征——以西藏羊八井热田为例

西藏羊八井地热电厂产生的高氟废水直接排入了流经羊八井热田的藏布曲（河）。利用离子色谱仪（IC）测定了藏布曲水样的氟浓度;通过浸提实验提取了藏布曲河床沉积物中的总氟和各种存在形态的氟,并确定了其含量。藏布曲河水的氟浓度明显受到地热废水排放的影响,河床沉积物中水溶态氟和可交换态氟的分布也与地热电厂排污口的位置有明显的对应关系。然而,河床沉积物中的铁锰结合态氟、有机束缚态氟、残余态氟和总氟的分布与地热废水排放无显著联系,表明地热废水来源氟在进入藏布曲后主要向河床沉积物中的水溶态氟和可交换态氟转化。藏布曲河床沉积物是地热废水来源氟的一个汇。     

膜蒸馏处理乳化油废水的实验研究

采用自制的中空纤维膜蒸馏组件对模拟的乳化油废水进行膜蒸馏处理研究, 分析了料液的浓度、流速、温度和处理时间等因素对膜通量及去除率的影响。实验结果表明: 在料液温度为50℃、流速为14 mL /min、乳化油浓度为500 mg/L 的条件下, 运行1 h后乳化油膜通量为21.20 g/m2 ·h, 去除率> 70%; 运行5 h后膜通量下降为5.141 g/m2 ·h, 去除率> 90%。     

Cost-efficient management of coastal aquifers via recharge with treated wastewater and desalination of brackish groundwater: application to the Akrotiri basin and aquifer,Cyprus

Abstract

We investigate the general methodology for an intensive development of coastal aquifers, described in a companion paper, through its application to the management of the Akrotiri aquifer, Cyprus. The Zakaki area of that aquifer, adjacent to Lemessos City, is managed such that it permits a fixed annual agricultural water demand to be met, as well as and a fraction of the water demand of Lemessos, which varies according to available surface water. Effluents of the Lemessos wastewater treatment plant are injected into the aquifer to counteract the seawater intrusion resulting from the increased pumping. The locations of pumping and injection wells are optimized based on least-cost, subject to meeting the demand. This strategy controls sea intrusion so effectively that desalting of only small volumes of slightly brackish groundwater is required over short times, while ～2.3 m³ of groundwater is produced for each 1 m³ of injected treated wastewater. The cost over the 20-year period 2000–2020 of operation is ～40 M€ and the unit production cost of potable water is under 0.2 €/m³. The comparison between the deterministic and stochastic analyses of the groundwater dynamics indicates the former as conservative, i.e. yielding higher groundwater salinity at the well. The Akrotiri case study shows that the proposed aquifer management scheme yields solutions that are preferable to the widely promoted seawater desalination, also considering the revenues from using the treated wastewater for irrigation.

Citation Koussis, A. D., Georgopoulou, E., Kotronarou, A., Mazi, K., Restrepo, P., Destouni, G., Prieto, C., Rodriguez, J. J., Rodriguez-Mirasol, J., Cordero, T., Ioannou, C., Georgiou, A., Schwartz, J. & Zacharias, I. (2010) Cost-efficient management of coastal aquifers via recharge with treated wastewater and desalination of brackish groundwater: application to the Akrotiri basin and aquifer, Cyprus. Hydrol. Sci. J. 55(7), 1234–1245.     

Vecteur de la pollution metallique du bassin versant de l’Oued El Bey vers le Golfe de Tunis (Tunisie)

Résumé

L’Oued El Bey, qui draine 60% de la charge polluante hydrique de plusieurs agglomérations urbaines du Nord-Est de la Tunisie, est un exemple représentatif du transfert des métaux lourds résultant de l’activité industrielle et urbaine. Il fournit une indication sur le devenir et la répartition des métaux lourds dans le Golfe de Tunis. Dans la fraction dissoute, Cd, Pb, Co et Hg ne sont pas détectés mais Zn varie entre 0,01 et 0,07 μg/L. Les concentrations du Mn, Zn, As, Ni, Pb, Cu et du Cd sont très élevées dans la fraction particulaire par rapport à la fraction dissoute, avec un coefficient de partage Kd de l’ordre de 10⁶, ainsi que dans les sédiments du lit de l’oued pour Pb et Zn. La pollution par les métaux la plus élevé de l’Oued El Bey a été trouvée pour Zn, Pb et Cu: les concentrations variaient respectivement entre 1698,9 et 14575, de 0 à 2153,7 et de 0 à 3431,8 μg/g. La variation spatiale des teneurs en métaux lourds confirme l’effet des eaux usées rejetées dans l’Oued El Bey. Les teneurs de ces métaux lourds dans les trois phases dissoute, particulaire (MES) et sédiments confirment que la MES constitue le vecteur de transport principal via la Sebkha Soliman vers le golfe. L’examen des rapports des différents éléments (Pb, Cu et Cd) par rapport au Zn dans les sédiments de l’oued montre une augmentation au niveau de la confluence de l’Oued El Bey et de son affluent l’Oued El Meleh, ce qui signifie que les apports sédimentaires de cet affluent contrôlent la signatutue chimique des sédiments de l’Oued El Bey.

Editeur Z.W. Kundzewicz; Editeur associé B. Touaibia

Citation Khadhar, S., Mlayah, A., Chekirben, A., Charef, A., Methammam, M., Nouha, S., et Khemais, Z., 2013. Bassin versant Oued El Bey: vecteur de transport de la pollution métallique vers le Golfe de Tunis (Tunisie). Hydrological Sciences Journal, 58 (8), 1803–1812.     

坡缕石粘土固定辣根过氧化酶处理硝基酚废水

以坡缕石粘土、淀粉、水玻璃为原料,研究了固定化酶载体的制备工艺,探究了固定化酶载体在辣根过氧化酶(HRP)降解硝基酚废水中的作用,并探讨了反应时间、酶浓度、H2O2及硝基酚浓度对降解效果的影响。结果表明,固定化酶载体的最佳制备工艺为:水玻璃12%,淀粉20%,煅烧温度550℃,煅烧时间2 h;固定化酶对硝基酚的去除效果明显高于原酶;固定化酶去除水中硝基酚的最佳反应条件为:反应时间1.5 h,加酶量150 U,H2O2浓度0.12%,硝基酚浓度100 mg/L;固定化酶重复使用7次后对硝基酚的去除率仍高于60%。     

两性聚丙烯酰胺水分散体系的絮凝性能

以自制的两性聚丙烯酰胺分散体系作为污水絮凝剂,考查对城市污水的处理能力。以絮体体积和上清液的透光率为考查参数,研究了聚合物用量、聚合物的离子度、体系pH值和样品溶解时的盐浓度对絮凝效果的影响,并与离子型絮凝剂进行了比较。研究发现,两性聚丙烯酰胺的絮凝能力比阴离子型聚合物的絮凝能力强,比阳离子型聚合物的絮凝能力略强,最佳使用量为3.0 mg.L-1。两性聚丙烯酰胺的絮凝能力受离子度的影响,离子基团越多,絮凝能力越强,但过多的离子基团可带来负面影响。两性聚丙烯酰胺对体系的pH值的适应范围较宽。两性聚丙烯酰胺在应用时需先用1%的氯化钠溶液溶解,盐浓度过低时聚合物不能充分溶解,高于此值对絮凝过程无明显影响。     

Fe-ZSM-5分子筛催化降解染料废水的研究

传统的Fenton均相亚铁盐催化剂处理染料废水,具有难以避免的二次污染和亚铁离子流失问题。分子筛催化剂相比传统催化剂具有高效环保的特点,在催化氧化染料废水领域有着良好的前景。本文通过液相离子交换法制备了Fe-ZSM-5非均相分子筛催化剂,替代传统的亚铁盐催化剂,应用X射线衍射对制备的Fe-ZSM-5分子筛催化剂进行表征,表明随离子交换次数的增加,Fe-ZSM-5催化剂负载的铁量上升,且较好地保持了分子筛结构,有利于提高亚铁离子的催化能力。通过实验确定了Fe-ZSM-5催化剂催化反应的最佳温度、pH值、Fe-ZSM-5的用量、反应时间等工艺参数,比较了Fe-ZSM-5催化剂和传统Fenton均相催化剂降解染料废水的脱色率和废水中铁离子的残留量,结果表明Fe-ZSM-5的脱色率达到98.5%,相比于Fenton均相催化剂的脱色率提升约3%;两种催化剂的铁离子残留量差别显著,Fe-ZSM-5催化剂处理的废水中只产生微量的Fe离子,可以认为Fe-ZSM-5非均相分子筛催化剂有效地解决了催化剂损耗和二次污染问题。     

Removal of Copper,Nickel and Zinc Ions from Aqueous Solution by Chitosan‐8‐Hydroxyquinoline Beads

In this work, 8‐hydroxyquinoline is used as the active sites in cross‐linked chitosan beads with epichlorohydrin (CT‐8HQ). The CT‐8HQ material was shaped in bead form and used for heavy metal removal from aqueous solution. The study was carried out at pH 5.0 with both batch and column methods and the maximum adsorption capacity of metal ions by the CT‐8HQ was attained in 4 h in the batch experiment. The adsorption capacity order was: Cu²⁺ > Ni²⁺ > Zn²⁺ for both mono‐ and multi‐component systems with batch conditions. From breakthrough curves with column conditions, the adsorption capacity followed the order Cu²⁺ > Zn²⁺ > Ni²⁺ for both mono‐ and multi‐component systems. The CT‐8HQ beads maintained good metal adsorption capacity for all five cycles with absorbent restoration achieved with the use of 1.0 mol L^–1 HCl solution, with 90% regeneration.     

Elimination of Carbamazepine,Diclofenac and Naproxen from Treated Wastewater by Nanofiltration

Most conventional wastewater treatment plants remove very small amounts of micropollutants, such as pharmaceuticals. Here, the ability of two different types of submerged nanofiltration flat sheet modules to remove pharmaceuticals from wastewater is analyzed. The two nanofiltration membranes were used at relatively low pressures of only 0.3 and 0.7 bar. At such low pressures, the membranes did not retain salts to a great extent. This is advantageous in wastewater treatment because no salt concentrate is produced. Carbamazepine was retained only slightly by the nanofiltration membranes, whereas approximately 60% of diclofenac and naproxen were retained by both membranes. This level of effectiveness might not be enough to justify the use of such a system as an additional treatment step in wastewater treatment plants.