The first three types of control devices we consider--gravity settlers, cyclone separators, and electrostatic precipitators--all function by driving the particles to a solid wall, where they adhere to each other to form agglomerates that can be removed from the collection device and disposed of

7-1 Introduction to the Activated-Sludge Process Historical Development Experiments conducted at the Lawrence Experiment Station during 1912 and 1913 by Clark and Gage With air input into wastewater, growths of organisms could be cultivated in bottles and in tanks partially filled with roofing slate spaced about 25 mm (1 in) apart and would greatly increase the degree of purification

一、概况 我国东南某印染厂日排放综合工业污水为 1000 吨/天，其中生产废水 800 吨/天，总变化系数 K 总 1为 1.5，生活污水 200 吨/天，总变化系 数 K 总 2为 1.3

一、概况 我国西南某市规划建设城市污水处理厂，建设用地及其地形情况如下 图所示(尺寸单位：cm；标高单位：m)： 距建设用地南侧约 400 m 处现有 10 kv 的高压输电干线。另外，建设 用地北侧规划建设一条宽 60 m 的城郊公路

Every community produces both liquid and solid wastes and air emissions. The liquid waste-wastewater is essentially the water supply of the community after it has been used in a variety of applications. From the standpoint of sources of generation, wastewater may be defined as a combination of the liquid or water-carried wastes removed from residences. institutions and commercial and industrial establishments together with such groundwater

一、概况 我国西北某市城市污水经总干管汇集到北郊 A 河排放，因污染严重，现拟在排放口 附近一块东西向长 800 米、南北向长 1000 米的矩形规划用地上建设特大型城市污水 处理厂，设计污水处理规模为 100 万吨/天，总变化系数 K 总为 1.2，时变化系数 K 时 为 1.1

噪声:对人而言不需要的声音。 需要与否是由主观评价确定的,不但取决于声音的 物理性质而且和人类的生理、心理因素有关

Determining wastewater flowrates and constituent mass loadings is a fundamental step in initiating the conceptual process design of wastewater treatment facilities. Reliable data for existing and projected flowrates affect the hydraulic characteristics, sizing, and operational considerations of the treatment system components. Constituent mass loading, the product of constituent concentration and flowrate

Solid wastes comprise all the wastes arising from human and animal activities that are normally solid and that are discarded as useless or unwanted. The term solid waste as used in this text is all-inclusive, encompassing the heterogeneous mass of throwaways from the urban community as well as the more homogeneous accumulation of agricultural, industrial, and mineral wastes. This book is focused on the urban setting, where the accumulation of solid wastes is a direct consequence of life

Operations used for the treatment of wastewater in which change is brought about by means of or through the application of physical forces are known as physical unit operations. Because physical unit operations were derived originally from observations of the physical world. they were the first treatment methods to be used. Today, physical unit operations, as shown on Fig. 5-1, are a major part of most wastewater