生活排水の水質特性の解析と処理水における水質変化

  • 矢橋 毅
    財団法人 日本環境整備教育センター 東京工業大学大学院生命理工学研究科
  • 古川 溶介
    財団法人 日本環境整備教育センター
  • 渡辺 孝雄
    財団法人 日本環境整備教育センター
  • 大森 英昭
    財団法人 日本環境整備教育センター
  • 井上 義夫
    東京工業大学大学院生命理工学研究科

書誌事項

タイトル別名
  • Analysis of Water Quality Characteristics in Domestic Wastewater Treatment Facilities.
  • セイカツ ハイスイ ノ スイシツ トクセイ ノ カイセキ ト ショリスイ ニ オケル スイシツ ヘンカ

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抄録

Characteristics of pollutant loads and water quality, and the relation between water quality of the influent and the effluent were investigated for domestic wastewater treatment facilities, which were designed for 51 persons or more and have long inflow pipeline. It was found that average values of pollutant loads were 243l for water quantity, 37.9g for BOD, 8.1g for T-N, and 1.0g for T-P per capita per day, and non-excess probability 75% values of pollutant loads were 286l for water quantity, 44.2g for BOD, 9.1g for T-N, and 1.1g for T-P per capita per day. By the result of principal component analysis, the first component mainly characterized the total water quality, while the second component described the dissolved matters. It was also found that chlorine ion compensation was an effective method for analyzing water quality characteristics of domestic wastewater. On the other hand, the ratios of BOD to TOC and D-BOD to D-TOC in influent were both about 1.5, while the ratios of C-BOD to TOC and D-BOD to D-TOC in effluent were 0.61 and 0.34 respectively. These results indicated that there was a given quantity of organic matters, which dissolved in the effluent and were not detected in BOD analysis. When the effluent T-N was under 20mg · l-1, the effluent D-COD and D-TOC were under 10mg · l-1. It was suggested that D-COD and D-TOC may be utilized as organic carbon source in nitrogen removing.

収録刊行物

  • 水環境学会誌

    水環境学会誌 23 (9), 584-589, 2000

    公益社団法人 日本水環境学会

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