目 录 设计任务书 ············································2 设计计算说明书 ········································4 第一章 污水处理厂设计 第一节 污水厂选址···································4 第二节 工艺流程·····································4 第二章 处理构筑物工艺设计 第一节 设计参数·····································6 第二节 泵前中格栅设计·······························6 第三节 污水提升泵房设计计···························8 第四节 泵后细格栅设计计算 ··························9 第五节 沉砂池设计计算·······························10 第六节 辐流式初沉池设计计算·························12 第七节 OA /1反应池设计计算···························14 第八节 向心辐流式二沉池设计计算·····················16 第九节 剩余污泥泵房·································17 第十节 浓缩池·······································18 第十一节 贮泥池·····································20 第十二节 脱水机房···································21 第三章 处理厂设计 第一节 污水处理厂的平面布置·························23 第二节 污水处理厂高程布置···························23 参考文献···············································26 《水质工程学》课程设计任务书 一、设计题目 某计城市日处理污水量 15 万 m3 污水处理工程设计 二、基本资料 1、污水水量、水质 （1）设计规模 设计日平均污水流量 Q=150000m3/d； 设计最大小时流量 Qmax=8125...
