Paper代写:俄勒冈州西部污水处理系统

14 1月 Paper代写:俄勒冈州西部污水处理系统

Paper代写:俄勒冈州西部污水处理系统

最近,俄勒冈州中西部本顿县的人口迅速增长。这导致淡水供应的总需求增加。这些地区可能提供的淡水数量可以帮助位于本顿乡村的城市的发展。经过处理的废水是该地区唯一可用于提供该地区淡水的资源。不仅淡水植物的开发是一项挑战,而且淡水植物的管理本身也是一项挑战。实现这一目标的主要途径之一包括对废水进行适当的处理,以便以一致的方式获得淡水。重要的是要对工厂进行适当的建设,以确保淡水的使用。在这份报告中,我们将对湿地设计的发展进行研究,这个湿地原本是用来处理牛奶废物的。湿地的建设是有用的,因为自然过程通常有水是清洁的。

Paper代写:俄勒冈州西部污水处理系统

该奶牛场位于美国俄勒冈州西部的本顿地区。为处理稀释后的日冲洗水,设计了污水处理系统。场地有6个平行的单元,有一个坚固的水池。其中有两个不同的细胞,深度约为1米。细胞的平均深度约为0.38米。湿地系统的建设和种植工作已于1992年完成,废水已于1993年收到。污水继续接收,直至一九九六年年底。处理后的水从池塘抽两次到另一个加有浓缩废水的混合池。正是在这一天的这个时候,废水的泵送在机械计时器的帮助下得到了控制。高浓度废水实际上是由处理系统和电动球阀对液体废弃物施加压力后产生的。在此之后,由混合废水组成的体积在大约4个小时的时间内被装载到细胞中,细胞的植被在香蒲、芦苇、浮草和水狐尾的混合作用下完成。

Paper代写:俄勒冈州西部污水处理系统

In the recent times, there has been a growth in the rapid population in the regions of Benton County, central western Oregon. This has led to the increase in the overall demands of the freshwater supply. The quantity of freshwater which may be provided in these regions can help in the development of the cities which are situated in the Benton country. Treated wastewater is the only resources in this area which can be used for the purpose of providing the fresh water in this region. Not only the development of the freshwater plant is challenging, but the management of the same is itself a challenge. One of the major approaches for the same includes the proper treatment of the wastewater in order to obtain the freshwater in a consistent manner. It is important to do the proper construction of the plant to ensure that there is a freshwater usage. In this report the research will be conducted on the development of the design for the wetland which was previously used to treat the dairy wasters. The construction of the wetland is useful as the natural processes generally have the water which is cleansed.

Paper代写:俄勒冈州西部污水处理系统

The location of the dairy is in the area of Benton Country which is located in Western Oregon, United States. The wastewater treatment system has been designed in order to treat the diluted daily flush water. In the site there are 6 parallel cells and there is a strong pond. Amidst these, there are two different cells which have the depth of around 1 m. The average depth of the cell is found to be around 0.38 m. The construction and plantation of the wetland system had been done in the year 1992 and the waste water had been received in the year of 1993. The wastewater was continued to be received till the end of 1996. The treated water was pumped twice from the pond to another mixing tank in which the concentrated wastewater had been added. It was during this time of the day that the pumping of the wastewater had been controlled with the help of the mechanical timer. The concentrated wastewater had actually been loaded from the liquid waste which had been pressured by the use of the handling system and the electrical ball valve. After this the volume which consisted of the mixed waste water was later loaded to the cells over the time period of around four hours, the vegetation of the cells had been done with the help of mix of cattails, bulrush and the floating grass and water foxtail.