Department of Environment, Water and Air Quality Laboratory, University of the Aegean, University Hill, Mytilene 81100, Greece.
Sci Total Environ. 2013 Jun 1;454-455:426-32. doi: 10.1016/j.scitotenv.2013.03.045. Epub 2013 Apr 9.
Data for the quantity of greywater produced in Greek households was collected from two different cities, while samples from different residences were taken for greywater's quality characterization. Laboratory experiments were also performed to investigate the use of coagulation on COD and TSS removal from two different types of greywater, while a combined treatment consisting of coagulation, sand filtration and adsorption on granular activated carbon (GAC) was applied to achieve adequate quality for greywater reuse. According to the results, average greywater production in Greek residences was 82.6 ± 49.3 L per inhabitant and day, while the major sources were shower/bathtub and laundry, contributing to 41% and 26%, respectively. On the other hand, blackwater production was estimated at 59.4 ± 29.6L per inhabitant and day. Greywater produced in shower/bathtub and hand basin had similar quality characteristics, while kitchen sink's greywater were more contaminated, presenting lower pH values and higher concentrations of TSS and total COD. Coagulation experiments with FeCl3 and Al2(SO4)3 showed that process efficiency was differentiated significantly according to the type of greywater and the coagulant used. The highest removal efficiency (COD: 81%; TSS: 79%) was achieved for greywater that did not contain wastewater from the laundry and for Al2(SO4)3×14 H2O dosage of 800 mg L(-1). The application of coagulation, sand filtration and GAC adsorption resulted to average concentrations of COD and TSS equal to 28 ± 11 and 11 ± 3 mg L(-1), respectively, in treated greywater.
收集了来自希腊两个不同城市的家庭灰水产生量数据,同时对不同住宅的灰水进行了质量特征分析。实验室实验还研究了混凝法对两种不同类型灰水中 COD 和 TSS 的去除效果,同时应用混凝、砂滤和颗粒活性炭(GAC)吸附的组合处理工艺,使灰水的质量达到再利用的要求。结果表明,希腊居民家庭的平均灰水日产量为 82.6±49.3 L/人,主要来源是淋浴/浴缸和洗衣,分别占 41%和 26%。另一方面,黑水的日产量估计为 59.4±29.6 L/人。淋浴/浴缸和洗手盆产生的灰水具有相似的质量特征,而厨房水槽的灰水污染程度更高,pH 值更低,TSS 和总 COD 浓度更高。使用 FeCl3 和 Al2(SO4)3 的混凝实验表明,根据灰水的类型和使用的混凝剂,工艺效率有显著差异。对于不含洗衣废水的灰水和 Al2(SO4)3×14 H2O 投加量为 800 mg/L 的灰水,去除效率最高(COD:81%;TSS:79%)。混凝、砂滤和 GAC 吸附的应用使处理后的灰水中 COD 和 TSS 的平均浓度分别达到 28±11 和 11±3 mg/L。