微絮凝-砂滤深度处理工艺优化与自动加药系统,供应,水专项,城镇污染治理控制,城镇污水处理技术
技术简介/摘要
mso-font-kerning:0pt">针对城市污水处理厂二级出水水质水量波动的问题,建立优化的絮凝剂自动投加控制系统,从而保障出水稳定达标,同时降低运行成本。该系统的核心是药剂加药量与水质水量的响应关系,已通过前期实验得到该响应关系式,通过该系统可以有效控制加药量,节约处理成本。 mso-font-kerning:0pt">
mso-font-kerning:0pt">根据絮凝原理,絮凝过程中所需药剂加药量可按下式计算: mso-font-kerning:0pt">
QPAC=K×Q×L×(P-0.5)a(S-10)b/(λ×N)
mso-font-kerning:0pt">式中:QPAC mso-hansi-font-family:"Times New Roman";mso-font-kerning:0pt">:计算的液态 mso-font-kerning:0pt">PAC "Times New Roman";mso-font-kerning:0pt">投药量( mso-font-kerning:0pt">m3/h "Times New Roman";mso-font-kerning:0pt">); mso-font-kerning:0pt">
K mso-hansi-font-family:"Times New Roman";mso-font-kerning:0pt">:修正系数( mso-font-kerning:0pt">0.5~1.5 "Times New Roman";mso-font-kerning:0pt">); mso-font-kerning:0pt"> Q mso-hansi-font-family:"Times New Roman";mso-font-kerning:0pt">:出水流量( mso-font-kerning:0pt">m3/h "Times New Roman";mso-font-kerning:0pt">); mso-font-kerning:0pt">
L mso-hansi-font-family:"Times New Roman";mso-font-kerning:0pt">:该范围内固体药耗( mso-font-kerning:0pt">g/m3 "Times New Roman";mso-font-kerning:0pt">); mso-font-kerning:0pt"> P mso-hansi-font-family:"Times New Roman";mso-font-kerning:0pt">:在线监测 mso-font-kerning:0pt">TP "Times New Roman";mso-font-kerning:0pt">浓度( mso-font-kerning:0pt">mg/L "Times New Roman";mso-font-kerning:0pt">); mso-font-kerning:0pt">
S mso-hansi-font-family:"Times New Roman";mso-font-kerning:0pt">:在线监测 mso-font-kerning:0pt">SS "Times New Roman";mso-font-kerning:0pt">浓度( mso-font-kerning:0pt">mg/L "Times New Roman";mso-font-kerning:0pt">); mso-font-kerning:0pt"> a mso-hansi-font-family:"Times New Roman";mso-font-kerning:0pt">:修正指数( mso-font-kerning:0pt">0.8~1.2 "Times New Roman";mso-font-kerning:0pt">); mso-font-kerning:0pt">
b mso-hansi-font-family:"Times New Roman";mso-font-kerning:0pt">:修正指数( mso-font-kerning:0pt">0~0.2 "Times New Roman";mso-font-kerning:0pt">); mso-font-kerning:0pt"> λ "Times New Roman";mso-font-kerning:0pt">:药液比重(在 mso-font-kerning:0pt">5% "Times New Roman";mso-font-kerning:0pt">内可为 mso-font-kerning:0pt">1 "Times New Roman";mso-font-kerning:0pt">); mso-font-kerning:0pt">
N mso-hansi-font-family:"Times New Roman";mso-font-kerning:0pt">:药液百分比( mso-font-kerning:0pt">0~100% "Times New Roman";mso-font-kerning:0pt">)。 mso-font-kerning:0pt">
mso-font-kerning:0pt">昆山北区污水处理厂的微絮凝- mso-hansi-font-family:"Times New Roman";mso-font-kerning:0pt">砂滤工艺加药关系式: mso-font-kerning:0pt">QPAC=1×Q×7.18× (P-0.5)0.992 "Times New Roman";mso-font-kerning:0pt">( mso-font-kerning:0pt">S-10 "Times New Roman";mso-font-kerning:0pt">) mso-font-kerning:0pt">0.026/(1×10%)
mso-font-kerning:0pt">二、工艺流程:如图
mso-font-kerning:0pt">三、关键技术
mso-font-kerning:0pt">根据来水水质、水量的变化,及时调整微絮凝 mso-font-kerning:0pt">- "Times New Roman";mso-font-kerning:0pt">砂滤工艺的加药量,在去除污染物,保证污水处理效果的同时,减少药剂使用量,实现环境效益和经济效益。 mso-font-kerning:0pt">
mso-font-kerning:0pt">与同类技术相比,该技术的性能特点如下: mso-font-kerning:0pt">
mso-font-kerning:0pt">(1 mso-hansi-font-family:"Times New Roman";mso-font-kerning:0pt">)建立了加药量随进水水质和水量的实时变化关系,在保证水质稳定的前提下,最大限度地降低了絮凝剂的投加量; mso-font-kerning:0pt">
mso-font-kerning:0pt">(2 mso-hansi-font-family:"Times New Roman";mso-font-kerning:0pt">)加药系统采用电脑程序控制,保证了装置运行的稳定性; mso-font-kerning:0pt">
mso-font-kerning:0pt">(3 mso-hansi-font-family:"Times New Roman";mso-font-kerning:0pt">)具有较为广泛的适用性,可在新建污水处理厂和已建污水处理厂工艺改造中应用,且基本勿需改动原有工艺结构; mso-font-kerning:0pt">
mso-font-kerning:0pt">(4 mso-hansi-font-family:"Times New Roman";mso-font-kerning:0pt">)出水水质受进水水质、水量的干扰小,提高了出水水质的稳定性,延长了滤池的反冲洗周期和滤料的使用寿命,提高了产水率,经济效益显著。 mso-font-kerning:0pt">
推广应用案例
mso-font-kerning:0pt">实际应用案例介绍:
mso-font-kerning:0pt">本成果在昆山北区污水处理厂的微絮凝砂滤工艺系统( mso-font-kerning:0pt">5 "Times New Roman";mso-font-kerning:0pt">万吨 mso-font-kerning:0pt">/ "Times New Roman";mso-font-kerning:0pt">天)中得到示范应用。系统硬件构成包括: mso-font-kerning:0pt">PLC "Times New Roman";mso-font-kerning:0pt">系统、 mso-font-kerning:0pt">CPU "Times New Roman";mso-font-kerning:0pt">、电源模块、数字量输入模块、数字量输出模块、模拟量输入模块、模拟量输出模块、以太网模块;系统软件构成包括:上位机软件: mso-font-kerning:0pt">Intouch10.0 "Times New Roman";mso-font-kerning:0pt">、 mso-font-kerning:0pt">PLC "Times New Roman";mso-font-kerning:0pt">软件 mso-font-kerning:0pt">ConCEPT 2.6 "Times New Roman";mso-font-kerning:0pt">。系统响应时间为 mso-font-kerning:0pt">30 "Times New Roman";mso-font-kerning:0pt">分钟,每 mso-font-kerning:0pt">30 "Times New Roman";mso-font-kerning:0pt">分钟根据进水的水质水量变化调整加药量。 mso-font-kerning:0pt">
mso-font-kerning:0pt">自动加药控制系统可在充分保证出水水质达标的基础上,节约药剂 mso-font-kerning:0pt">15 "Times New Roman";mso-font-kerning:0pt">- mso-font-kerning:0pt">20% "Times New Roman";mso-font-kerning:0pt">(对于 mso-font-kerning:0pt">10 "Times New Roman";mso-font-kerning:0pt">万吨 mso-font-kerning:0pt">/ "Times New Roman";mso-font-kerning:0pt">天污水处理厂可节约药剂 mso-font-kerning:0pt">75 "Times New Roman";mso-font-kerning:0pt">吨 mso-font-kerning:0pt">/ "Times New Roman";mso-font-kerning:0pt">年,相应节约费用 mso-font-kerning:0pt">15 "Times New Roman";mso-font-kerning:0pt">万元),并可降低工人的劳动强度,减少污泥产生量。 mso-font-kerning:0pt">
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工艺流程图: