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好氧池污泥膨脹的臨時(shí)應(yīng)對(duì)控制措施

Author: vch11602707
Published on: 2022-03-01 16:35
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臨時(shí)控制措施主要用于控制由于臨時(shí)原因造成的污泥膨脹,防止污泥流失,導(dǎo)致出水SS超標(biāo)或污泥的大量流失。
臨時(shí)控制措施包括絮凝劑助沉法和殺菌劑殺菌法兩種。絮凝劑助沉法一般用于非絲狀菌引起的污泥膨脹,而殺菌法適用絲狀菌引起的污泥膨脹。
 
(1)絮凝劑助沉法
 
指向發(fā)生污泥膨脹的曝氣池中技加絮凝劑,增強(qiáng)活性污泥的凝聚性能,使之容易在二沉池實(shí)現(xiàn)泥水分離。
混凝處理中的絮凝劑一般都可以在此時(shí)應(yīng)用,常用的絮凝劑有聚合氧化鋁、聚合氧化鐵等無機(jī)絮凝劑和聚丙烯酰胺等有機(jī)高分子絮凝劑。
絮凝劑可加在曝氣池的進(jìn)口,也可投在曝氣池的出口,但投加量不可太多,否則有可能破壞細(xì)菌的生物活性降低處理效果。
使用絮凝劑時(shí),藥劑投加量折合三氧化二鋁為10mg/L左右即可。
 
圖片
 
(2)殺菌法
 
指向發(fā)生膨脹的曝氣池中投加化學(xué)藥劑,殺死或抑制絲狀菌的繁殖,從而達(dá)到控制絲狀菌污泥膨脹的目的。
常用的殺菌劑如液氯、二氧化氯、次氯酸鍋、漂白粉、過氧化氫等都可以使用。實(shí)際加氯過程中,應(yīng)由小劑量到大劑量逐漸進(jìn)行,并隨時(shí)觀察生物相和測(cè)定SVI值,一般加氯是為污泥干固體重的0.3%~0.6%。
當(dāng)發(fā)現(xiàn)SVI值低于最大允許值或鏡檢觀察到絲狀菌菌絲溶解,應(yīng)當(dāng)立即停止加藥。

投加過氧化氫對(duì)絲狀菌有持續(xù)的抑制作用,過低不起作用,過高會(huì)導(dǎo)致污泥氧化解體。

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