Center for Biorefining, and Department of Bioproducts and Biosystems Engineering, University of Minnesota, 1390 Eckles Avenue, St. Paul, MN 55108, USA.
Appl Biochem Biotechnol. 2010 Oct;162(4):1174-86. doi: 10.1007/s12010-009-8866-7. Epub 2009 Nov 24.
The objective of this study was to evaluate the growth of green algae Chlorella sp. on wastewaters sampled from four different points of the treatment process flow of a local municipal wastewater treatment plant (MWTP) and how well the algal growth removed nitrogen, phosphorus, chemical oxygen demand (COD), and metal ions from the wastewaters. The four wastewaters were wastewater before primary settling (#1 wastewater), wastewater after primary settling (#2 wastewater), wastewater after activated sludge tank (#3 wastewater), and centrate (#4 wastewater), which is the wastewater generated in sludge centrifuge. The average specific growth rates in the exponential period were 0.412, 0.429, 0.343, and 0.948 day(-1) for wastewaters #1, #2, #3, and #4, respectively. The removal rates of NH4-N were 82.4%, 74.7%, and 78.3% for wastewaters #1, #2, and #4, respectively. For #3 wastewater, 62.5% of NO3-N, the major inorganic nitrogen form, was removed with 6.3-fold of NO2-N generated. From wastewaters #1, #2, and #4, 83.2%, 90.6%, and 85.6% phosphorus and 50.9%, 56.5%, and 83.0% COD were removed, respectively. Only 4.7% was removed in #3 wastewater and the COD in #3 wastewater increased slightly after algal growth, probably due to the excretion of small photosynthetic organic molecules by algae. Metal ions, especially Al, Ca, Fe, Mg, and Mn in centrate, were found to be removed very efficiently. The results of this study suggest that growing algae in nutrient-rich centrate offers a new option of applying algal process in MWTP to manage the nutrient load for the aeration tank to which the centrate is returned, serving the dual roles of nutrient reduction and valuable biofuel feedstock production.
本研究的目的是评估绿藻小球藻在取自当地城市污水处理厂(MWTP)处理流程四个不同点的废水样本中的生长情况,以及藻类生长对废水中氮、磷、化学需氧量(COD)和金属离子的去除效果。这四种废水分别是:初沉前废水(#1 废水)、初沉后废水(#2 废水)、活性污泥池后的废水(#3 废水)和浓缩污泥(#4 废水),是污泥离心产生的废水。在指数期的平均比生长速率分别为 0.412、0.429、0.343 和 0.948 天-1,对于废水#1、#2、#3 和#4。NH4-N 的去除率分别为 82.4%、74.7%和 78.3%,对于废水#1、#2 和#4。对于#3 废水,主要的无机氮形式 62.5%的 NO3-N 被去除,同时生成 6.3 倍的 NO2-N。对于废水#1、#2 和#4,分别去除了 83.2%、90.6%和 85.6%的磷和 50.9%、56.5%和 83.0%的 COD。只有 4.7%在#3 废水中被去除,并且在藻类生长后#3 废水中的 COD 略有增加,可能是由于藻类排泄出的小光合作用有机分子。金属离子,特别是浓缩污泥中的 Al、Ca、Fe、Mg 和 Mn,被发现去除效率非常高。本研究结果表明,在富营养化的浓缩污泥中培养藻类为 MWTP 应用藻类工艺来管理返回曝气池的营养负荷提供了一种新的选择,同时起到减少营养物质和生产有价值的生物燃料原料的双重作用。