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完美升级版宜都市污水处理厂工艺设计 - 毕业论文

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宜都市污水处理厂

课程设计

专业: 学号: 姓名: 指导老师:

华中科技大学

二○一二年七月

摘 要

随着城市的发展,城市人口的激增,城镇规模的扩大,生活污水和工业废水排出量日益增多,大量未经处理的污水直接排入周围河流,致使城市周围环境污染十分严重。这不但直接污染了市区的地下饮用水,而且对河流下游地区的农业生产和人民生活造成了危害,人类和生物赖以生存的生态环境受到了日益严重的威胁。因而城市污水治理已成当前迫切需要解决的问题之一,而建造污水处理厂可以解决这个问题。

本设计题目为“宜都市污水处理厂初步设计”。该工程所处理的污水主要是由城市工业废水和公共建筑用水以及城市生活用水组成。其混合污水近期平均日设计流量为Q=30000m3 d,总变化系数为K=1.4进水水质如下:COD=300mgl , SS=180mgl, BOD5=1660mgl,TN=25 mgl ,TP=2 mgl,出水水质符合国家的一级B排放标准。

本设计中,采用A2O系统处理该城市污水。处理构筑物主要有旋流沉砂池、A2O系统、二沉池等,其主要构筑物A2O系统是用来脱氮除磷的,该系统具有厌氧,好氧,缺氧三个阶段。该系统具有高效,节能的特点,且耐冲击负荷高,出水水质好。

关键词:经济 节能 曝气池

ABSTRACT

With the development of cities, the violent increase of the population and the expansion of the city scale, the amount of discharge of city sewage and industrial wastewater is increasing faster and faster. An overwhelmingly large amount of the wastewater is discharged into the

waters without disposal, which makes the urban environment deteriorates seriously. As a result, the ground water of the city is inevitably contaminated and the agriculture and people’s life in the downstream areas are affected, too. The ecological environment is being threatened, which makes one of the priorities to dispose of the wastewater and sewage. And the establishment of the wastewater treatment plant can tackle the serious issue.Beside,Water resources ensure the sustaining development of economy. Sewage discharged at random or expose serious pollution to the water resources.

This design topic for \sewage treatment plant preliminary design\The project of sewage is mainly composed of urban industrial wastewater and public buildings and urban life of water with water. Its mix of sewage recent average day for Q = design flow rate of 30000 m3 d, total change coefficient for K = 1.4 feed water quality as follows: COD = 300 mgl, SS = 180 mgl, BOD5 = 1660 mgl, TN = 25 mgl, TP = 2 mgl water-quality and conform to the national level 1 B emissions standards. This design, the A2O system to deal with the urban sewage. Deal with the main structures structures A2O system is used to denitrification and phosphorus, this system , pool

目录

1 总论 ....................................................... 5

1.1 设计任务和内容 ............................................................................................................................

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