私の嫌気性スラッジの性状は正常でしょうか？どのように調整すればいいのでしょうか？
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嫌気槽の容積は12（長さ）×10（幅）×7.5（高さ）で、流入水量は150m3/Hです。上図は、2時間にわたってUASBの上部から採取したサンプルです。各嫌気槽の汚泥量と性状が正常かどうかお尋ねしたいですどう処理すればいいのか？
あら、図が見えないわ！:L
図が見えない、急いで照明弾を撃て。:lol
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