新西兰动画学论文代写：废水处理的特点
在此基础上，分析了废水设计的不同特点。其中一个最有用的应用，可用于创造湿地的目的，包括处理一次或二次生活垃圾。不同的人工湿地系统可以模拟使用相同的处理方法处理与奶牛养殖有关的高有机负荷。一般来说，湿地的处理过程可以降低成本。在对乳品废水特性研究的基础上，发现4号细胞流出量在4 ~ 5 m3/d之间。这是在研究了一年中不同日期的废水特性大约3年后得到的值。此外，空气温度也被发现是可变的大多数天。最低气温约为零下3.1度，最高气温约为摄氏27.2度。人们发现水的温度在2.7摄氏度到20摄氏度之间变化。
新西兰动画学论文代写 ：废水处理的特点
水中的生物需氧量在39到2211之间。同时发现其去除率在50%左右。水中固体的总含量在276毫克/升到5744毫克/升之间。另一方面，总悬浮固体含量在75至1705毫克/升之间。水中磷的总含量在3 ~ 115毫克/升之间。而磷酸正位的含量则在1.2 ~ 11 mg/L之间。此外，还发现基达尔总氮在16到417之间变化。同样，NH4的范围也被发现在7到301之间。粪便大肠菌群计数在5803250 ~ 43000之间。O2的值在0.6 ~ 7.04之间(Stone et al.， 2004)。pH值在7.04 ~ 8.1之间。EC值在800 – 4500之间，COD值在502 – 4370之间。由此可见，废水处理需要合适的装置。
新西兰动画学论文代写 ：废水处理的特点
On the basis of the analysis the different characteristics of the wastewater designs will be done. One of the most useful applications which can be used for the purpose of creation of the wetlands includes the treatment of the primary or secondary domestic waste. The different constructed wetlands systems can be modeled after the use of the same for the treatment of the high organic loads related to the dairy farming. The process of treatment used for the wetland can involve lower costs in general. On the basis of the study of the characteristics of the dairy wastewater, it was found that the outflow from the cell 4 was between four to 5 m3/d. This was the value which was obtained after the study of the wastewater characteristics for different dates round the year for around 3 years. Also the air temperature was found to be variable for most of the days. The minimum air temperature was around -3.1 while the maximum was around 27.2 degree Celsius. The temperature of water was found to vary between 2.7 degree centigrade and around 20 degree centigrade.
新西兰动画学论文代写 ：废水处理的特点
The level of Biological Oxygen demand in the water was found to be between 39 and 2211. The removal rate of the same was found to be around 50 %. The total number of solids in the water was found to be between 276 mg/L to 5744 mg/L. On the other hand, the total suspended solids were found to be between 75 to 1705 mg/L. The total amount of phosphorus in the water was found to be between 3 and 115 mg/L. while the amount of ortho phosphate had been found to be between 1.2 and 11 mg/L. In addition to this, the Total Kjedahl Nitrogen was found to vary between 16 and 417. Similarly, the range for NH4 has been found to vary from 7 to 301. The value of Fecal Coliform Count was found to be between 5803250 and 43000. The value of O2 was found to be between 0.6 and 7.04 (Stone et al., 2004). The pH value was found to between 7.04 and 8.1. The value of EC was found to be between 800 and 4500 while the same for COD was found to be between 502 and 4370. Thus, it can be observed that there is a requirement of the proper plant for the waste water treatment.
