首页> 外文期刊>Ecological engineering: The Journal of Ecotechnology >Phosphorus and nitrogen removal from tertiary treated urban wastewaters by a vertical flow constructed wetland
【24h】

Phosphorus and nitrogen removal from tertiary treated urban wastewaters by a vertical flow constructed wetland

机译:垂直流人工湿地去除三级处理城市废水中的磷和氮

获取原文
获取原文并翻译 | 示例
           

摘要

Lake L'Albufera is a hypertrophic lake exposed to anthropic pressures. To reduce nutrient loads, a set of horizontal and vertical sub-surface flow constructed wetlands (CWs) were built to treat wastewater from a tertiary wastewater treatment plant (WWTP) before its discharge into the lake. These CWs were designed to remove nutrients, primarily total phosphorus (TP). This paper is focused on a vertical flow constructed wetland (VFCW), the primary objective of which was to remove TP by adsorption and biological uptake. Prior to construction, laboratory experiments were conducted to determine which materials and in what proportions are best suited to achieve that goal. Two different sands (types 0 and 1), as filling material, two types of clays (types I and2) and two types of iron oxides (types a and b), as sorption agents, were used. The primary parameters studied were the phosphate adsorption isotherm, the filter medium hydraulic conductivity and the depletion of adsorption capacity in experimental columns. Laboratory results showed that the best mixture was formed by sand type 0 (Q_(max)=2.94mg Pkg~(-1)) and 10% of iron oxide type b (Q_(max) -1666.67 mg P kg~(-1)). Operation was established in a daily cycle with a hydraulic loading of 0.068 m d~(-1). Following this procedure, a VFCW planted with reeds and with 157.9 m~3 water capacity per cycle was constructed. The inflow contained 0.635 mg TP l~(-1),1.906 mg NH_4~+-N H, 8.9 mg TN l~(-1) and 20.9 mg COD l~(-1). During the first year of operation, total phosphorus removal was 77.0%, ammonium 95.0%, total nitrogen 24.4% and organic matter (COD) 49.3%.
机译:L'Albufera湖是一个肥沃的湖泊,面临人类的压力。为了减少养分负荷,建造了一套水平和垂直地下流动人工湿地(CW),以处理来自第三级废水处理厂(WWTP)的废水,然后将其排入湖泊。这些连续水被设计用来去除养分,主要是去除总磷(TP)。本文着重于垂直流人工湿地(VFCW),其主要目的是通过吸附和生物吸收去除TP。在施工之前,进行了实验室实验,以确定最适合实现该目标的材料和比例。使用两种不同的砂(类型0和1)作为填充材料,使用两种类型的粘土(I和2类型)和两种类型的氧化铁(a和b类型)作为吸附剂。研究的主要参数是磷酸盐吸附等温线,过滤介质的水力传导率和实验塔中吸附容量的消耗。实验结果表明,最佳的混合物是由0型砂(Q_(max)= 2.94mg Pkg〜(-1))和10%的b型氧化铁(Q_(max)-1666.67 mg P kg〜(-1)形成的。 ))。每天运行一次,液压载荷为0.068 m d〜(-1)。按照该程序,建造了一个种植芦苇的VFCW,每个循环的水容量为157.9 m〜3。流入量为0.635 mg TP l〜(-1),1.906 mg NH_4〜+ -NH 3、8.9 mg TN l〜(-1)和20.9 mg COD l〜(-1)。在运行的第一年,总磷去除率为77.0%,铵去除率为95.0%,总氮去除率为24.4%,有机物去除率(COD)为49.3%。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号