JP7590212B2 - Advanced oxidation treatment equipment - Google Patents
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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Description
本発明は、促進酸化処理設備に関し、特に、地表水や地下水等の原水から水道水や工業用水を生成する浄水処理設備や廃水を処理する廃水処理設備等において、原水や廃水中に含まれる溶解性有機物を効果的に分解するようにした促進酸化処理設備に関するものである。 The present invention relates to an accelerated oxidation treatment facility, and in particular to an accelerated oxidation treatment facility that effectively decomposes soluble organic matter contained in raw water or wastewater in water purification facilities that produce tap water or industrial water from raw water such as surface water or groundwater, and in wastewater treatment facilities that treat wastewater.
水道水や工業用水は、その原水を河川や湖沼等の地表水とする場合と、地下水とする場合とに大きく分けられるが、特に、地表水は外的因子の影響を受け易く、湖沼における藻類(原因物質:2-メチルイソボルネオール、ジェオスミン)に起因する異臭味の発生や、河川における工場排水に起因する微量有害物質汚染など、従来から水質汚濁が大きな問題となっている。 Tap water and industrial water can be broadly divided into those whose source water is surface water such as rivers and lakes, and those whose source water is groundwater. Surface water is particularly susceptible to the influence of external factors, and water pollution has long been a major problem, with unpleasant odors and tastes caused by algae in lakes (causing substances: 2-methylisoborneol, geosmin) and trace harmful substances in rivers caused by industrial wastewater.
ところで、水質汚濁の主な原因物質である溶解性有機物は、従来プロセスである凝集沈殿や砂濾過では、十分な除去、分解が困難であることから、オゾン処理、活性炭処理等の高度処理プロセスを追加して対策がなされている。 However, soluble organic matter, which is the main cause of water pollution, is difficult to sufficiently remove and decompose using conventional processes such as coagulation sedimentation and sand filtration, so measures are being taken to address this issue by adding advanced treatment processes such as ozone treatment and activated carbon treatment.
この高度処理プロセスのうち、特に、異臭味物質を含む溶解性有機物の分解処理には、促進酸化プロセスが提案されている(例えば、特許文献1~2参照。)。
促進酸化プロセスは、オゾン、紫外線、酸化剤等を組み合わせ、酸化力の高い活性酸素を発生させることで分解を行うものであるが、高い分解率を達成するためには、長時間の反応、若しくは、オゾン、紫外線等の大量投与が必要となり、実用化されている分野は限定的であった。
Among these advanced treatment processes, an advanced oxidation process has been proposed for decomposing soluble organic matter, including unpleasant odors and tastes (see, for example,
The advanced oxidation process combines ozone, ultraviolet light, an oxidizing agent, etc. to generate highly oxidizing active oxygen, thereby decomposing substances. However, in order to achieve a high decomposition rate, a long reaction time or the administration of large amounts of ozone or ultraviolet light is required, and therefore the fields in which this process has been put to practical use are limited.
本発明は、上記促進酸化プロセスを採用するに当たり、処理コストの上昇を抑制しながら、異臭味物質に代表される溶解性有機物の分解処理を効率よく、かつ、確実に行うことができるようにした促進酸化処理設備を提供することを目的とする。 The present invention aims to provide an accelerated oxidation treatment facility that employs the above-mentioned accelerated oxidation process and is capable of efficiently and reliably decomposing soluble organic matter, such as unpleasant odors and tastes, while suppressing increases in treatment costs.
上記目的を達成するため、本発明の促進酸化処理設備は、被処理水に、薬剤添加装置によって次亜塩素酸塩又は過酸化水素を添加するとともに、紫外線照射装置によって紫外線の照射を行って、被処理水に溶解している夾雑物質を分解処理する促進酸化処理設備であって、前記促進酸化処理設備が、複数の紫外線ランプを設置した紫外線照射装置と、被処理水中の除去対象物質濃度を測定する測定手段と、被処理水中の除去対象物質濃度と紫外線の必要照射量の相関関係を記憶させる記憶手段と、前記測定手段により測定した被処理水中の除去対象物質濃度と、前記記憶手段に記憶されている被処理水中の除去対象物質濃度と紫外線の必要照射量の相関関係とに基づいて、紫外線の照射量が必要照射量となるように紫外線照射装置の紫外線ランプの点灯を制御する制御手段とを備えてなることを特徴とする。 In order to achieve the above object, the accelerated oxidation treatment equipment of the present invention is an accelerated oxidation treatment equipment that adds hypochlorite or hydrogen peroxide to the water to be treated by a chemical addition device and irradiates ultraviolet light by an ultraviolet irradiation device to decompose impurities dissolved in the water to be treated, and is characterized in that the accelerated oxidation treatment equipment is equipped with an ultraviolet irradiation device having multiple ultraviolet lamps installed, a measuring means for measuring the concentration of the substance to be removed in the water to be treated, a storage means for storing the correlation between the concentration of the substance to be removed in the water to be treated and the required amount of ultraviolet light irradiation, and a control means for controlling the lighting of the ultraviolet lamps of the ultraviolet irradiation device so that the amount of ultraviolet light irradiation becomes the required amount based on the concentration of the substance to be removed in the water to be treated measured by the measuring means and the correlation between the concentration of the substance to be removed in the water to be treated and the required amount of ultraviolet light irradiation stored in the storage means.
この場合において、前記紫外線照射装置による紫外線の照射を、濾過処理を施した被処理水に対して行うようにすることができる。 In this case, the ultraviolet irradiation device can irradiate the treated water that has been subjected to a filtering process with ultraviolet rays.
前記紫外線の必要照射量と次亜塩素酸塩又は過酸化水素の必要添加量の相関関係を記憶させる記憶手段と、前記記憶手段に記憶されている紫外線の必要照射量と次亜塩素酸塩又は過酸化水素の必要添加量の相関関係とに基づいて、次亜塩素酸塩又は過酸化水素の添加量が必要添加量となるように薬剤添加装置による薬剤添加量を制御する制御手段とを備えてなるようにすることができる。 The device may be provided with a storage means for storing the correlation between the required amount of ultraviolet radiation and the required amount of hypochlorite or hydrogen peroxide to be added, and a control means for controlling the amount of chemical added by the chemical addition device so that the amount of hypochlorite or hydrogen peroxide to be added becomes the required amount, based on the correlation between the required amount of ultraviolet radiation and the required amount of hypochlorite or hydrogen peroxide to be added stored in the storage means.
また、前記紫外線照射装置によって紫外線の照射を行う前の被処理水に過酸化水素を添加する薬剤添加装置に加え、紫外線照射装置によって紫外線の照射を行った後の被処理水に次亜塩素酸塩を添加する残留過酸化水素除去用薬剤添加装置を備えてなるようにすることができる。 In addition to the chemical addition device that adds hydrogen peroxide to the water to be treated before it is irradiated with ultraviolet rays by the ultraviolet irradiation device, a chemical addition device for removing residual hydrogen peroxide that adds hypochlorite to the water to be treated after it has been irradiated with ultraviolet rays by the ultraviolet irradiation device can be provided.
また、前記促進酸化処理後の被処理水の残留塩素濃度を測定する残留塩素濃度計を設置し、該残留塩素濃度計の測定値に基づいて次亜塩素酸塩の添加量を制御する制御手段を備えてなるようにすることができる。 In addition, a residual chlorine concentration meter can be installed to measure the residual chlorine concentration in the treated water after the accelerated oxidation treatment, and a control means can be provided to control the amount of hypochlorite added based on the measurement value of the residual chlorine concentration meter.
本発明の促進酸化処理設備によれば、処理コストの上昇を抑制しながら、異臭味物質に代表される溶解性有機物の分解処理を効率よく、かつ、確実に行うことができる。 The accelerated oxidation treatment equipment of the present invention can efficiently and reliably decompose soluble organic matter, such as unpleasant odors and tastes, while preventing increases in treatment costs.
以下、本発明の促進酸化処理設備の実施の形態を、浄水処理設備に適用した例に基づいて説明する。 Below, an embodiment of the advanced oxidation treatment equipment of the present invention will be described based on an example of application to a water purification treatment facility.
[低圧UVランプ+次亜塩素酸ナトリウム(NaOCl)]
○被処理水
・対象:浄水処理
・除去対象物質:カビ臭物質(異臭味物質)、農薬、1、4-ジオキサン、有機フッ素化合物
○UV促進酸化処理条件
・照射量:200~1000mJ/cm2
・NaOCl注入率:0.2~4mg/L(+浄水中の残留塩素(0.5mg/L程度))
カビ臭に対する処理実験結果の一例を図1に示す。
UV照射量が高い程、カビ臭除去率が向上する傾向が確認できた。
また、NaOCl注入については、注入なしの場合、UV照射量を上昇させても除去率はほとんど向上しないのに対し、NaOCl注入を行うと同じUV照射量における除去率が向上することが確認できた。
一方、NaOCl注入率1mg/L以上になると除去率向上への効果はあまりみられないことが明らかとなった。
以上の結果から、本原水に対する最適条件(除去率70%)は、
・照射量:500mJ/cm2
・NaOCl注入率:1mg/L
であると判断した。
ただし、原水水質及び対象物質によって最適条件は異なると考えられるため、都度実験によって確認を行う必要がある。
また、この時の処理水の残留塩素濃度は0.5mg/L程度であった。これは一般的な浄水処理での後塩素処理後の残留塩素濃度であることから、これを管理することによって塩素注入管理を行うことが、本システムにおける効率的な運用方法であることが確かめられた。
[Low pressure UV lamp + sodium hypochlorite (NaOCl)]
○Target water: Purification treatment; Substances to be removed: Musty odor substances (unpleasant odor and taste substances), pesticides, 1,4-dioxane, organic fluorine compounds ○UV accelerated oxidation treatment conditions: Radiation dose: 200-1000mJ/ cm2
・NaOCl injection rate: 0.2 to 4 mg/L (plus residual chlorine in purified water (approximately 0.5 mg/L))
An example of the results of a treatment experiment for mold odor is shown in Figure 1.
It was confirmed that the higher the UV irradiation dose, the more improved the mold odor removal rate.
Furthermore, it was confirmed that, in the case of no NaOCl injection, the removal rate hardly improves even when the UV irradiation dose is increased, whereas, when NaOCl is injected, the removal rate improves at the same UV irradiation dose.
On the other hand, it was revealed that when the NaOCl injection rate was 1 mg/L or more, there was little effect on improving the removal rate.
From the above results, the optimal conditions for this raw water (
・Irradiation amount: 500mJ/ cm2
・NaOCl injection rate: 1mg/L
It was determined that this was the case.
However, since the optimal conditions are thought to vary depending on the raw water quality and the target substance, they must be confirmed through experiments each time.
In addition, the residual chlorine concentration of the treated water at this time was about 0.5 mg/L. Since this is the residual chlorine concentration after post-chlorination in general water purification treatment, it was confirmed that controlling this concentration for chlorine injection management is an efficient operation method for this system.
○紫外線照射量の調整
この促進酸化浄水処理設備においては、図4に示すように、急速濾過池P1の後段に配設した紫外線照射装置2でUVランプ(本実施例においては、低圧UVランプ。)を使用しているが、この紫外線照射装置2において、必要照射量を確保するために多数のUVランプを設置することとなる。
そこで、その特徴を活かし、原水中のターゲット物質の種類及び濃度と必要照射量の相関をあらかじめ実験によって確認し、制御手段に記憶しておき、原水中のターゲット物質の種類及び濃度に応じて、制御手段により、紫外線ランプの点灯を制御する、具体的には、必要照射量に対応するUVランプの点灯本数を制御するシステムとする。
制御盤にターゲット物質の種類及び濃度を入力することで、自動的にUVランプの点灯本数を制御し、最適運転制御ができるシステムとする。
ターゲット物質の種類及び濃度の連続測定機器がある場合は、その信号を入力することで完全自動制御運転をすることが可能となる。
○NaOCl注入率(注入量)の調整
原水中のターゲット物質の種類及び濃度によって、紫外線の必要照射量とその時に必要なNaOCl注入率(注入量)には相関関係がある。
そこで、その相関関係をあらかじめ実験によって確認し、制御手段に記憶しておき、原水中のターゲット物質の種類及び濃度に応じて、制御手段により、NaOCl注入率(注入量)を制御するシステムとする。
Adjustment of the Amount of Ultraviolet Irradiation In this advanced oxidation water treatment facility, as shown in FIG. 4, the
Therefore, taking advantage of this feature, the correlation between the type and concentration of the target material in the raw water and the required irradiation amount is confirmed in advance through experiments and stored in the control means, and the control means controls the lighting of the ultraviolet lamps according to the type and concentration of the target material in the raw water; specifically, the system controls the number of lit UV lamps corresponding to the required irradiation amount.
By inputting the type and concentration of the target material into the control panel, the system automatically controls the number of UV lamps turned on, enabling optimal operation control.
If there is a continuous measuring device for the type and concentration of the target material, the signal can be input to enable fully automatic control operation.
Adjustment of NaOCl injection rate (amount of injection) Depending on the type and concentration of the target substance in the raw water, there is a correlation between the required amount of ultraviolet radiation and the NaOCl injection rate (amount of injection) required at that time.
Therefore, the correlation is confirmed in advance by experiment and stored in the control means, and the system controls the NaOCl injection rate (injection amount) by the control means according to the type and concentration of the target substance in the raw water.
[低圧UVランプ+H2O2]
○被処理水
・対象:浄水処理
・除去対象物質:カビ臭物質(異臭味物質)、農薬、1、4-ジオキサン、有機フッ素化合物
○UV促進酸化処理条件
・照射量:100~500mJ/cm2
・H2O2注入率:0.2~2mg/L
カビ臭に対する処理実験結果の一例を図2に示す。
H2O2注入率が高くなるに従って、UV照射量に対するカビ臭除去率が向上する傾向が確認できた。
一方、H2O2注入率を1.5mg/L以上にしても、カビ臭除去率はほとんど向上しなかった。
以上の結果から、本原水に対する最適条件(除去率70%)は、
・照射量:350mJ/cm2
・H2O2注入率:1.5mg/L
であると判断した。
ただし、原水水質及び対象物質によって最適条件は異なると考えられるため、都度実験
によって確認を行う必要がある。
[Low pressure UV lamp + H2O2 ]
○Target water: Purification treatment; Substances to be removed: Musty odor substances (unpleasant odor and taste substances), pesticides, 1,4-dioxane, organic fluorine compounds ○UV accelerated oxidation treatment conditions: Radiation amount: 100-500mJ/ cm2
・H 2 O 2 injection rate: 0.2 to 2 mg/L
An example of the results of a treatment experiment for mold odor is shown in Figure 2.
It was confirmed that the musty odor removal rate relative to the amount of UV irradiation tends to improve as the H 2 O 2 injection rate increases.
On the other hand, even when the H 2 O 2 injection rate was increased to 1.5 mg/L or more, the musty odor removal rate was hardly improved at all.
From the above results, the optimal conditions for this raw water (
・Irradiation amount: 350mJ/ cm2
・H2O2 injection rate: 1.5mg / L
It was determined that this was the case.
However, since the optimal conditions are thought to vary depending on the raw water quality and the target substance, they must be confirmed through experiments each time.
○紫外線照射量の調整
この促進酸化浄水処理設備においては、図5に示すように、急速濾過池P1の後段に配設した紫外線照射装置2でUVランプ(本実施例においては、低圧UVランプ。)を使用しているが、この紫外線照射装置2において、必要照射量を確保するために多数のUVランプを設置することとなる。
そこで、その特徴を活かし、原水中のターゲット物質の種類及び濃度と必要照射量の相関をあらかじめ実験によって確認し、制御手段に記憶しておき、原水中のターゲット物質の種類及び濃度に応じて、制御手段により、紫外線ランプの点灯を制御する、具体的には、必要照射量に対応するUVランプの点灯本数を制御するシステムとする。
制御盤にターゲット物質の種類及び濃度を入力することで、自動的にUVランプの点灯本数を制御し、最適運転制御ができるシステムとする。
ターゲット物質の種類及び濃度の連続測定機器がある場合は、その信号を入力することで完全自動制御運転をすることが可能となる。
○H2O2注入率(注入量)の調整
原水中のターゲット物質の種類及び濃度によって、紫外線の必要照射量とその時に必要なH2O2注入率(注入量)には相関関係がある。
そこで、その相関関係をあらかじめ実験によって確認し、制御手段に記憶しておき、原水中のターゲット物質の種類及び濃度に応じて、制御手段により、H2O2注入率(注入量)を制御するシステムとする。
Adjustment of the Amount of Ultraviolet Ray Irradiation In this advanced oxidation water treatment facility, as shown in FIG. 5, the
Therefore, taking advantage of this feature, the correlation between the type and concentration of the target material in the raw water and the required irradiation amount is confirmed in advance through experiments and stored in the control means, and the control means controls the lighting of the ultraviolet lamps according to the type and concentration of the target material in the raw water; specifically, the system controls the number of lit UV lamps corresponding to the required irradiation amount.
By inputting the type and concentration of the target material into the control panel, the system automatically controls the number of UV lamps turned on, enabling optimal operation control.
If there is a continuous measuring device for the type and concentration of the target material, the signal can be input to enable fully automatic control operation.
Adjustment of H 2 O 2 Injection Rate (Injection Amount) Depending on the type and concentration of the target substance in the raw water, there is a correlation between the required UV irradiation amount and the required H 2 O 2 injection rate (injection amount) at that time.
Therefore, the correlation is confirmed in advance by experiment and stored in the control means, and the system controls the H 2 O 2 injection rate (injection amount) by the control means according to the type and concentration of the target substance in the raw water.
[中圧UVランプ+次亜塩素酸ナトリウム(NaOCl)]
○被処理水
・対象:浄水処理
・除去対象物質:カビ臭物質(異臭味物質)、農薬、1、4-ジオキサン、有機フッ素化合物
○UV促進酸化処理条件
・照射量:100~500mJ/cm2
・NaOCl注入率:0.2~4mg/L(+浄水中の残留塩素(0.5mg/L程度))
[Medium pressure UV lamp + sodium hypochlorite (NaOCl)]
○Target water: Purification treatment; Substances to be removed: Musty odor substances (unpleasant odor and taste substances), pesticides, 1,4-dioxane, organic fluorine compounds ○UV accelerated oxidation treatment conditions: Radiation amount: 100-500mJ/ cm2
・NaOCl injection rate: 0.2 to 4 mg/L (plus residual chlorine in purified water (approximately 0.5 mg/L))
○紫外線照射量の調整
この促進酸化浄水処理設備においては、図4に示すように、急速濾過池P1の後段に配設した紫外線照射装置2でUVランプ(本実施例においては、中圧UVランプ。)を使用しているが、この紫外線照射装置2において、必要照射量を確保するために多数のUVランプを設置することとなる。
そこで、その特徴を活かし、原水中のターゲット物質の種類及び濃度と必要照射量の相関をあらかじめ実験によって確認し、制御手段に記憶しておき、原水中のターゲット物質の種類及び濃度に応じて、制御手段により、紫外線ランプの点灯を制御する、具体的には、必要照射量に対応するUVランプの点灯本数及び/又はランプ光強度を制御するシステムとする。
制御盤にターゲット物質の種類及び濃度を入力することで、自動的にUVランプの点灯本数及び/又はランプ光強度を制御し、最適運転制御ができるシステムとする。
ターゲット物質の種類及び濃度の連続測定機器がある場合は、その信号を入力することで完全自動制御運転をすることが可能となる。
○NaOCl注入率(注入量)の調整
原水中のターゲット物質の種類及び濃度によって、紫外線の必要照射量とその時に必要なNaOCl注入率(注入量)には相関関係がある。
そこで、その相関関係をあらかじめ実験によって確認し、制御手段に記憶しておき、原水中のターゲット物質の種類及び濃度に応じて、制御手段により、NaOCl注入率(注入量)を制御するシステムとする。
Adjustment of the Amount of Ultraviolet Ray Irradiation In this advanced oxidation water treatment facility, as shown in FIG. 4, the
Therefore, taking advantage of this feature, the correlation between the type and concentration of the target material in the raw water and the required irradiation amount is confirmed in advance through experiments and stored in the control means, and the lighting of the ultraviolet lamps is controlled by the control means according to the type and concentration of the target material in the raw water; specifically, the system controls the number of lit UV lamps and/or the lamp light intensity corresponding to the required irradiation amount.
By inputting the type and concentration of the target material into the control panel, the system automatically controls the number of UV lamps turned on and/or the lamp light intensity, enabling optimal operation control.
If there is a continuous measuring device for the type and concentration of the target material, the signal can be input to enable fully automatic control operation.
Adjustment of NaOCl injection rate (amount of injection) Depending on the type and concentration of the target substance in the raw water, there is a correlation between the required amount of ultraviolet radiation and the required NaOCl injection rate (amount of injection) at that time.
Therefore, the correlation is confirmed in advance by experiment and stored in the control means, and the system controls the NaOCl injection rate (injection amount) by the control means according to the type and concentration of the target substance in the raw water.
[中圧UVランプ+H2O2]
○被処理水
・対象:浄水処理
・除去対象物質:カビ臭物質(異臭味物質)、農薬、1、4-ジオキサン、有機フッ素化合物
○UV促進酸化処理条件
・UV照射量:20~300mJ/cm2
・H2O2注入率:0.2~2.0mg/L
[Medium pressure UV lamp + H2O2 ]
○Target water: Purification treatment ・Substances to be removed: Musty odor substances (unpleasant odor and taste substances), pesticides, 1,4-dioxane, organic fluorine compounds ○UV accelerated oxidation treatment conditions ・UV irradiation amount: 20 to 300 mJ/ cm2
・H 2 O 2 injection rate: 0.2 to 2.0 mg/L
○紫外線照射量の調整
この促進酸化浄水処理設備においては、図5に示すように、急速濾過池P1の後段に配設した紫外線照射装置2でUVランプ(本実施例においては、中圧UVランプ。)を使用しているが、この紫外線照射装置2において、必要照射量を確保するために多数のUVランプを設置することとなる。
そこで、その特徴を活かし、原水中のターゲット物質の種類及び濃度と必要照射量の相関をあらかじめ実験によって確認し、制御手段に記憶しておき、原水中のターゲット物質の種類及び濃度に応じて、制御手段により、紫外線ランプの点灯を制御する、具体的には、必要照射量に対応するUVランプの点灯本数及び/又はランプ光強度を制御するシステムとする。
制御盤にターゲット物質の種類及び濃度を入力することで、自動的にUVランプの点灯本数及び/又はランプ光強度を制御し、最適運転制御ができるシステムとする。
ターゲット物質の種類及び濃度の連続測定機器がある場合は、その信号を入力することで完全自動制御運転をすることが可能となる。
○H2O2注入率(注入量)の調整
原水中のターゲット物質の種類及び濃度によって、紫外線の必要照射量とその時に必要なH2O2注入率(注入量)には相関関係がある。
そこで、その相関関係をあらかじめ実験によって確認し、制御手段に記憶しておき、原水中のターゲット物質の種類及び濃度に応じて、制御手段により、H2O2注入率(注入量)を制御するシステムとする。
Adjustment of the Amount of Ultraviolet Irradiation In this advanced oxidation water treatment facility, as shown in FIG. 5, the
Therefore, taking advantage of this feature, the correlation between the type and concentration of the target material in the raw water and the required irradiation amount is confirmed in advance through experiments and stored in the control means, and the lighting of the ultraviolet lamps is controlled by the control means according to the type and concentration of the target material in the raw water; specifically, the system controls the number of lit UV lamps and/or the lamp light intensity corresponding to the required irradiation amount.
By inputting the type and concentration of the target material into the control panel, the system automatically controls the number of UV lamps turned on and/or the lamp light intensity, enabling optimal operation control.
If there is a continuous measuring device for the type and concentration of the target material, the signal can be input to enable fully automatic control operation.
Adjustment of H 2 O 2 Injection Rate (Injection Amount) Depending on the type and concentration of the target substance in the raw water, there is a correlation between the required UV irradiation amount and the required H 2 O 2 injection rate (injection amount) at that time.
Therefore, the correlation is confirmed in advance by experiment and stored in the control means, and the system controls the H 2 O 2 injection rate (injection amount) by the control means according to the type and concentration of the target substance in the raw water.
[実施例1~4に共通の構成]
この促進酸化浄水処理設備においては、紫外線処理は被処理水の紫外線透過率が高い程処理効果が高いことから、図4及び図5に示すように、濾過後にUV促進酸化処理を行うことで効率的な処理を行うことが可能となる。また、クリプトスポリジウムをはじめとした耐塩素性病原生物への対策としてのUV消毒も兼ねたシステムとすることができる。
[Configuration common to Examples 1 to 4]
In this advanced oxidation water treatment facility, the higher the UV transmittance of the water being treated, the more effective the ultraviolet treatment, so efficient treatment can be achieved by carrying out UV advanced oxidation treatment after filtration, as shown in Figures 4 and 5. The system can also be used for UV disinfection as a measure against chlorine-resistant pathogenic organisms such as Cryptosporidium.
また、UV処理後の残留塩素濃度管理として、促進酸化処理後の被処理水の残留塩素濃度が、目的の残留塩素濃度(例えば、0.2~1.0mg/L)になるように、塩素注入率にフィードバックさせるシステムとする。また、浄水処理で一般的に行われている後塩素処理を兼ねたシステムとすることで、従来技術で言われていた塩素注入管理の煩雑さを解消することができる。
また、UV促進酸化処理後は、通常の処理と比較して塩素(次亜塩素酸ナトリウム(NaOCl))注入4時間後までの残留塩素濃度の低下が比較的大きいことが実験で確かめられた。
よって、浄水池P2に残留塩素濃度計5を設置し、その値に滞留時間経過後の残留塩素
濃度低下分を加味して塩素注入管理を行うようにする。
In addition, the system controls the residual chlorine concentration after UV treatment by feeding back the chlorine injection rate so that the residual chlorine concentration in the treated water after the accelerated oxidation treatment reaches the target residual chlorine concentration (for example, 0.2 to 1.0 mg/L). In addition, by making the system also perform post-chlorination, which is generally performed in water purification treatment, the complexity of chlorine injection control, which was mentioned in the conventional technology, can be eliminated.
Furthermore, it was confirmed by experiment that the decrease in residual chlorine concentration up to 4 hours after injection of chlorine (sodium hypochlorite (NaOCl)) was relatively large after UV accelerated oxidation treatment, compared to normal treatment.
Therefore, a residual chlorine concentration meter 5 is installed in the purified water reservoir P2, and chlorine injection control is performed by taking into account the decrease in residual chlorine concentration after the retention time has elapsed.
ところで、促進酸化処理を行った場合、通常の処理水と比較して有機物質が低分子化し、その結果塩素消費の量や消費の仕方に特徴があることが明らかとなった。
実施例2における実験で、処理水の塩素要求量は3.3mg/Lであった。
そこで、(次亜塩素酸ナトリウム(NaOCl))注入率を塩素要求量+0.5mg/L(3.8mg/L)、+1.0mg/L(4.3mg/L)、+2.0mg/L(5.3mg/L)とし、残留塩素濃度の経時変化を比較したものを図3に示す。
その結果、注入率3.8mg/Lの場合1時間後の時点では残留塩素が残っているものの、4時間後の時点では残留塩素が消失してしまうことが明らかとなった。
また、実施例1における実験処理水においても同様の傾向が観察された。
このことは、公定法である塩素要求量の測定方法(次亜塩素酸ナトリウム(NaOCl)注入1時間後の塩素消費を確認する)では、促進酸化処理水の正確な塩素要求量を把握できないことを示している。
以上の結果から、実施例1~4を含む促進酸化処理システムにおけるNaOClの設定注入率を、被処理水の塩素要求量+1.0mg/L以上とする。
原水水質によって最適注入率は異なると考えられるので、2時間後以降(例えば、4時間後)の残留塩素濃度を確認しながら随時調整を行うようにする(特に被処理水中の有機物質濃度によっては注入率を高く設定する必要がある場合がある。)。
この技術の対象としては、実施例1~4のほか、H2O2を使用する処理全般(O3/H2O2、H2O2単独処理等)の後工程に適用可能である。
By the way, it has become clear that when advanced oxidation treatment is performed, organic substances are broken down into smaller molecules compared to normal treated water, and as a result, the amount and manner of chlorine consumption are characteristic.
In the experiment in Example 2, the chlorine demand of the treated water was 3.3 mg/L.
Therefore, the sodium hypochlorite (NaOCl) injection rate was set to chlorine demand + 0.5 mg/L (3.8 mg/L), + 1.0 mg/L (4.3 mg/L), and + 2.0 mg/L (5.3 mg/L), and the changes in residual chlorine concentration over time were compared in Figure 3.
As a result, it was found that when the injection rate was 3.8 mg/L, residual chlorine remained after 1 hour, but disappeared after 4 hours.
A similar tendency was observed in the experimental treated water in Example 1.
This indicates that the official method for measuring chlorine demand (checking chlorine consumption one hour after injecting sodium hypochlorite (NaOCl)) cannot accurately grasp the chlorine demand of advanced oxidation treated water.
From the above results, the set injection rate of NaOCl in the advanced oxidation treatment system including Examples 1 to 4 is set to the chlorine demand of the water to be treated plus 1.0 mg/L or more.
Since the optimal injection rate is thought to vary depending on the raw water quality, adjustments should be made as necessary while checking the residual chlorine concentration after two hours (e.g., four hours) (in particular, the injection rate may need to be set high depending on the concentration of organic matter in the water being treated).
This technology can be applied to the post-processing of all processes using H 2 O 2 (O 3 /H 2 O 2 , H 2 O 2 single process, etc.) in addition to the first to fourth embodiments.
[実施例2及び4に共通の構成]
この促進酸化浄水処理設備においては、図5に示すように、残留過酸化水素の除去するための機構を設けるようにしている。
すなわち、H2O2を使用する処理を行った後の被処理水は、ほとんどの場合でH2O2が残存する状態である。
従来は、これを除去する技術として粒状活性炭濾過を行って、残留するH2O2を水に還元する方法が採用されている。この場合、粒状活性炭処理工程を別途設ける必要があり、その分のコストの増大につながる問題があった。また、粒状活性炭処理水中に活性炭微粒子や粒状活性炭処理槽で繁殖した微生物等の混入の問題も近年指摘されている。
一方、浄水処理では一定程度の残留塩素が存在する状態で配水することが水道法で定められている。
そこで、残留過酸化水素除去用薬剤添加装置6を設け、次亜塩素酸ナトリウム(NaOCl)注入工程を付加することにより、残留H2O2を除去するようにしている。
NaOClとH2O2の反応は以下の式で表すことができる。
NaOCl+H2O2→NaCl+H2O+O2
この反応を利用して、処理水中に残留するH2O2に対して一定量のNaOClを添加することにより、対象水中の残留H2O2を除去し、かつ、一定の残留塩素を確保させることができる。
この方式を採用することで、従来技術のような大規模な処理工程を設けることなく、残留H2O2を除去することが可能となる。
また、浄水処理で従来から行われている後塩素処理を兼ねたシステムとすることで、全体の処理システムを低コスト、かつ、省スペースにすることができる。
この技術の対象としては、実施例2及び4のほか、H2O2を使用する処理全般(O3/H2O2、H2O2単独処理等)の後工程に適用可能である。
[Configuration common to Examples 2 and 4]
In this advanced oxidation water purification treatment facility, as shown in FIG. 5, a mechanism for removing residual hydrogen peroxide is provided.
That is, in most cases, H 2 O 2 remains in the water to be treated after the treatment using H 2 O 2 .
Conventionally, a method of removing this has been adopted in which granular activated carbon filtration is performed to reduce the remaining H2O2 to water. In this case, a separate granular activated carbon treatment process is required, which leads to a problem of increased costs. In addition, problems such as the inclusion of activated carbon fine particles or microorganisms propagated in the granular activated carbon treatment tank in the granular activated carbon treatment water have been pointed out in recent years.
On the other hand, the Water Supply Act stipulates that water must be distributed with a certain level of residual chlorine present during water purification treatment.
Therefore, a
The reaction of NaOCl and H 2 O 2 can be represented by the following equation:
NaOCl+ H2O2 → NaCl + H2O + O2
By utilizing this reaction and adding a certain amount of NaOCl to the H 2 O 2 remaining in the treated water, it is possible to remove the residual H 2 O 2 in the target water and ensure a certain level of residual chlorine.
By employing this method, it becomes possible to remove the residual H 2 O 2 without providing a large-scale treatment process as in the conventional technology.
In addition, by incorporating post-chlorination, which has traditionally been performed in water purification processes, the overall treatment system can be made low cost and space-saving.
This technique can be applied to the post-processing of all processes using H 2 O 2 (O 3 /H 2 O 2 , H 2 O 2 single process, etc.) in addition to the second and fourth embodiments.
以上、本発明の促進酸化処理設備について、浄水処理設備の複数の実施例に基づいて説明したが、本発明は上記実施例に記載した構成に限定されるものではなく、その趣旨を逸脱しない範囲において適宜その構成を変更することができるものである。 The above describes the advanced oxidation treatment equipment of the present invention based on several examples of water purification equipment, but the present invention is not limited to the configurations described in the above examples, and the configuration can be changed as appropriate within the scope of the spirit of the invention.
本発明の促進酸化処理設備は、促進酸化プロセスを採用するに当たり、処理コストの上昇を抑制しながら、異臭味物質に代表される溶解性有機物の分解処理を効率よく、かつ、確実に行うことができるという特性を有していることから、新設、既存の浄水処理設備のいずれにも広く適用することができるほか、例えば、廃水を処理する廃水処理設備にも適用することができる。 The accelerated oxidation treatment equipment of the present invention has the characteristic that it can efficiently and reliably decompose soluble organic matter, such as unpleasant odors and tastes, while suppressing increases in treatment costs when adopting an accelerated oxidation process. Therefore, it can be widely applied to both new and existing water purification treatment equipment, and can also be applied, for example, to wastewater treatment equipment that treats wastewater.
1 薬剤添加装置
2 紫外線照射装置
3 ターゲット物質濃度計(測定手段)
4 制御部(制御手段)
5 残留塩素濃度計
6 残留過酸化水素除去用薬剤添加装置
P1 急速濾過池(濾過池)
P2 浄水池
1
4 Control section (control means)
5 Residual
P2 Purified water reservoir
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004097992A (en) | 2002-09-11 | 2004-04-02 | Toshiba Corp | Ozone-promoted oxidation water treatment device combined with ultraviolet rays and ozone-promoted oxidation module |
| JP2008062201A (en) | 2006-09-08 | 2008-03-21 | Toshiba Corp | Water treatment system and water treatment method |
| JP2011121026A (en) | 2009-12-14 | 2011-06-23 | Miura Co Ltd | Water treatment apparatus |
| JP2013075271A (en) | 2011-09-30 | 2013-04-25 | Swing Corp | Water treatment method and water treatment apparatus |
| JP2017083183A (en) | 2015-10-22 | 2017-05-18 | 千代田工販株式会社 | Performance check method of uv ray irradiation device, reference uv ray irradiation device, uv ray irradiation device system, and reference uv ray irradiation device system |
| WO2021025991A1 (en) | 2019-08-02 | 2021-02-11 | Evoqua Water Technologies Llc | Regulation of on-site electrochemical generation of hydrogen peroxide for ultraviolet advanced oxidation process control |
Family Cites Families (1)
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Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004097992A (en) | 2002-09-11 | 2004-04-02 | Toshiba Corp | Ozone-promoted oxidation water treatment device combined with ultraviolet rays and ozone-promoted oxidation module |
| JP2008062201A (en) | 2006-09-08 | 2008-03-21 | Toshiba Corp | Water treatment system and water treatment method |
| JP2011121026A (en) | 2009-12-14 | 2011-06-23 | Miura Co Ltd | Water treatment apparatus |
| JP2013075271A (en) | 2011-09-30 | 2013-04-25 | Swing Corp | Water treatment method and water treatment apparatus |
| JP2017083183A (en) | 2015-10-22 | 2017-05-18 | 千代田工販株式会社 | Performance check method of uv ray irradiation device, reference uv ray irradiation device, uv ray irradiation device system, and reference uv ray irradiation device system |
| WO2021025991A1 (en) | 2019-08-02 | 2021-02-11 | Evoqua Water Technologies Llc | Regulation of on-site electrochemical generation of hydrogen peroxide for ultraviolet advanced oxidation process control |
| JP2022542227A (en) | 2019-08-02 | 2022-09-30 | エヴォクア ウォーター テクノロジーズ エルエルシー | Control of on-site electrochemical generation of hydrogen peroxide for UV-enhanced oxidation process control |
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