JP4510699B2 - Surplus sludge treatment equipment - Google Patents

Surplus sludge treatment equipment Download PDF

Info

Publication number
JP4510699B2
JP4510699B2 JP2005148843A JP2005148843A JP4510699B2 JP 4510699 B2 JP4510699 B2 JP 4510699B2 JP 2005148843 A JP2005148843 A JP 2005148843A JP 2005148843 A JP2005148843 A JP 2005148843A JP 4510699 B2 JP4510699 B2 JP 4510699B2
Authority
JP
Japan
Prior art keywords
electrolytic cell
introduction
energization
excess sludge
sludge
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2005148843A
Other languages
Japanese (ja)
Other versions
JP2006326373A (en
Inventor
和昌 笠倉
賢司 中東
彰浩 北村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Suido Kiko Kaisha Ltd
Original Assignee
Suido Kiko Kaisha Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Suido Kiko Kaisha Ltd filed Critical Suido Kiko Kaisha Ltd
Priority to JP2005148843A priority Critical patent/JP4510699B2/en
Publication of JP2006326373A publication Critical patent/JP2006326373A/en
Application granted granted Critical
Publication of JP4510699B2 publication Critical patent/JP4510699B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Treatment Of Sludge (AREA)

Description

本発明は、余剰汚泥処理装置に関し、さらに詳しくは、塩素発生量が低下し処理効果が低下することを抑制できるようにした余剰汚泥処理装置に関する。 The present invention relates to a surplus sludge treatment apparatus, and more particularly to surplus sludge treatment apparatus which can prevent the chlorine generation amount is lowered treatment effect decreases.

従来、生物学的汚水処理手段で発生した余剰汚泥を電解槽で基質化する余剰汚泥処理装置が知られている(特許文献1,2参照)。   Conventionally, surplus sludge treatment apparatuses that use surplus sludge generated by biological sewage treatment means as a substrate in an electrolytic cell are known (see Patent Documents 1 and 2).

特開2003−62592号公報JP 2003-62592 A 特開2002−126782号公報JP 2002-126782 A

図7に示すように、上記従来の余剰汚泥処理装置で運転を継続していると、電解槽での塩素発生量が徐々に低下する。これは、汚泥中の無機物や有機物の微粒子がスケールとなって電解槽内の電極の表面に徐々に付着するのが原因である。
しかし、塩素発生量が低下すると、処理効果が低下してしまう問題点がある。
そこで、本発明の目的は、塩素発生量が低下し処理効果が低下することを抑制できるようにした余剰汚泥処理装置の運転方法および余剰汚泥処理装置を提供することにある。
As shown in FIG. 7, when the operation is continued with the conventional surplus sludge treatment apparatus, the amount of chlorine generated in the electrolytic cell gradually decreases. This is because the inorganic and organic fine particles in the sludge become scales and gradually adhere to the surface of the electrode in the electrolytic cell.
However, when the amount of generated chlorine decreases, there is a problem that the treatment effect decreases.
Accordingly, an object of the present invention is to provide an operation method of an excess sludge treatment apparatus and an excess sludge treatment apparatus capable of suppressing a decrease in chlorine generation amount and a reduction in treatment effect.

第1の観点では、本発明は、生物学的汚水処理手段で発生した余剰汚泥を電解槽で基質化する余剰汚泥処理装置の運転方法であって、前記電解槽への前記余剰汚泥の導入および通電を停止し、前記電解槽内の滞留物を排出し、前記電解槽内に洗浄水と空気とを導入し次いで排出することを1回以上行い、その後、前記電解槽への前記余剰汚泥の導入および通電を再開することを特徴とする余剰汚泥処理装置の運転方法を提供する。
上記第1の観点による余剰汚泥処理装置の運転方法では、運転中に余剰汚泥の導入および通電を停止し、電解槽内の滞留物を排出してから、洗浄水と空気とを導入する。この時に空気で撹拌された洗浄水が電極面を洗う撹拌効果および空気で波立つ水面が上昇しながら電極面を叩く波動効果により、電極面が洗浄される。これを1回以上行ってから、余剰汚泥の導入および通電を再開し、運転を継続する。これにより、汚泥中の無機物や有機物の微粒子がスケールとなって電極表面に付着するのが抑制される。この結果、塩素発生量が低下し、処理効果が低下することを抑制できるようになる。
なお、洗浄後に電解槽から排出した洗浄水を生物学的汚水処理手段に戻すことにより、汚れた洗浄水を浄化できる。
In a first aspect, the present invention is an operation method of an excess sludge treatment apparatus for converting excess sludge generated by biological sewage treatment means into a substrate in an electrolytic cell, the introduction of the excess sludge into the electrolytic cell and Stop energization, discharge the accumulated matter in the electrolytic cell, introduce cleaning water and air into the electrolytic cell, and then discharge once or more, and then remove the excess sludge to the electrolytic cell. Provided is a method of operating an excess sludge treatment apparatus characterized by restarting introduction and energization.
In the method for operating the surplus sludge treatment apparatus according to the first aspect, the introduction and energization of the surplus sludge are stopped during the operation, the staying in the electrolytic cell is discharged, and then the cleaning water and air are introduced. At this time, the electrode surface is cleaned by the stirring effect of the cleaning water stirred with air washing the electrode surface and the wave effect of hitting the electrode surface while the rising water surface rises with air. After this is performed once or more, the introduction of surplus sludge and energization are resumed and the operation is continued. Thereby, it is suppressed that the inorganic and organic fine particles in the sludge become scales and adhere to the electrode surface. As a result, it becomes possible to suppress the chlorine generation amount from decreasing and the processing effect from decreasing.
In addition, the dirty washing water can be purified by returning the washing water discharged from the electrolytic cell after washing to the biological sewage treatment means.

第2の観点では、本発明は、生物学的汚水処理手段で発生した余剰汚泥を基質化するための電解槽と、前記余剰汚泥を前記電解槽へ導入したり導入を停止したりするための余剰汚泥移送手段と、前記電解槽へ通電したり通電を停止したりするための通電手段と、前記電解槽内の滞留物を排出するための排出手段と、前記電解槽内に洗浄水を導入したり導入を停止したりするための洗浄水供給手段と、前記電解槽内に空気を導入したり導入を停止したりするための空気供給手段と、前記各手段を制御するための制御手段とを具備し、前記制御手段は、前記余剰汚泥移送手段および前記通電手段を制御して前記電解槽への前記余剰汚泥の導入および通電を停止し、前記排出手段を制御して前記電解槽内の滞留物を排出し、前記洗浄水供給手段および前記空気供給手段および前記排出手段を制御して前記電解槽内に洗浄水と空気とを導入し次いで排出することを1回以上行い、その後、前記余剰汚泥移送手段および前記通電手段を制御して前記電解槽への前記余剰汚泥の導入および通電を再開することを特徴とする余剰汚泥処理装置を提供する。
上記第2の観点による余剰汚泥処理装置では、前記第1の観点による余剰汚泥処理装置の運転方法を好適に実施できる。
In a second aspect, the present invention provides an electrolytic tank for converting surplus sludge generated by biological sewage treatment means into a substrate, and introducing or stopping introduction of the excess sludge into the electrolytic tank. Surplus sludge transfer means, energizing means for energizing or stopping energization of the electrolytic cell, discharging means for discharging the accumulated matter in the electrolytic cell, and introducing cleaning water into the electrolytic cell Cleaning water supply means for stopping or stopping the introduction, air supply means for introducing or stopping the introduction of air into the electrolytic cell, and control means for controlling the means The control means controls the surplus sludge transfer means and the energization means to stop the introduction and energization of the excess sludge to the electrolyzer, and controls the discharge means to control the inside of the electrolyzer. The accumulated matter is discharged, and the washing water supply means and The performed air supply means and said discharge means is controlled to the introducing the washing water and the air into the electrolytic cell and then one or more times to be discharged, then, by controlling the excess sludge transport means and said energizing means The surplus sludge treatment apparatus is characterized by restarting introduction and energization of the surplus sludge to the electrolytic cell.
In the surplus sludge treatment apparatus according to the second aspect, the operation method of the surplus sludge treatment apparatus according to the first aspect can be suitably implemented.

第3の観点では、本発明は、生物学的汚水処理手段で発生した余剰汚泥を電解槽で基質化する余剰汚泥処理装置の運転方法であって、前記電解槽への前記余剰汚泥の導入および通電を停止し、前記電解槽内の滞留物を排出し、前記電解槽内に薬液と空気とを導入し次いで排出することを1回以上行い、その後、前記電解槽への前記余剰汚泥の導入および通電を再開することを特徴とする余剰汚泥処理装置の運転方法を提供する。
上記第3の観点による余剰汚泥処理装置の運転方法では、運転中に余剰汚泥の導入および通電を停止し、電解槽内の滞留物を排出してから、薬液と空気とを導入する。この時に空気で撹拌された薬液が電極面を洗う撹拌効果および空気で波立つ液面が上昇しながら電極面を叩く波動効果により、電極面が洗浄される。これを1回以上行ってから、余剰汚泥の導入および通電を再開し、運転を継続する。これにより、汚泥中の無機物や有機物の微粒子がスケールとなって電極表面に付着するのが抑制される。この結果、塩素発生量が低下し、処理効果が低下することを抑制できるようになる。
なお、薬液を用いるため、高い洗浄効果が得られる。
In a third aspect, the present invention is an operation method of an excess sludge treatment apparatus for converting surplus sludge generated by biological sewage treatment means into a substrate in an electrolytic cell, wherein the surplus sludge is introduced into the electrolytic cell and Stop energization, discharge the accumulated matter in the electrolytic cell, introduce chemical solution and air into the electrolytic cell, and then discharge once or more, and then introduce the excess sludge into the electrolytic cell And the operating method of the excess sludge processing apparatus characterized by restarting electricity supply is provided.
In the method for operating the surplus sludge treatment apparatus according to the third aspect, the introduction and energization of the surplus sludge are stopped during the operation, the staying in the electrolytic cell is discharged, and then the chemical solution and the air are introduced. At this time, the electrode surface is cleaned by the stirring effect of the chemical liquid stirred with air washing the electrode surface and the wave effect of hitting the electrode surface while the liquid level rising with air rises. After this is performed once or more, the introduction of surplus sludge and energization are resumed and the operation is continued. Thereby, it is suppressed that the inorganic and organic fine particles in the sludge become scales and adhere to the electrode surface. As a result, it becomes possible to suppress the chlorine generation amount from decreasing and the processing effect from decreasing.
In addition, since a chemical | medical solution is used, a high cleaning effect is acquired.

第4の観点では、本発明は、生物学的汚水処理手段で発生した余剰汚泥を基質化するための電解槽と、前記余剰汚泥を前記電解槽へ導入したり導入を停止したりするための余剰汚泥移送手段と、前記電解槽へ通電したり通電を停止したりするための通電手段と、前記電解槽内の滞留物を排出するための排出手段と、前記電解槽内に薬液を導入したり導入を停止したりするための薬液供給手段と、前記電解槽内に空気を導入したり導入を停止したりするための空気供給手段と、前記各手段を制御するための制御手段とを具備し、前記制御手段は、前記余剰汚泥移送手段および前記通電手段を制御して前記電解槽への前記余剰汚泥の導入および通電を停止し、前記排出手段を制御して前記電解槽内の滞留物を排出し、前記薬液供給手段と前記空気供給手段と前記排出手段とを制御して前記電解槽内に薬液と空気とを導入し次いで排出することを1回以上行い、その後、前記余剰汚泥移送手段および前記通電手段を制御して前記電解槽への前記余剰汚泥の導入および通電を再開することを特徴とする余剰汚泥処理装置を提供する。
上記第4の観点による余剰汚泥処理装置では、前記第3の観点による余剰汚泥処理装置の運転方法を好適に実施できる。
In a fourth aspect, the present invention provides an electrolytic tank for converting surplus sludge generated by biological sewage treatment means into a substrate, and introducing or stopping introduction of the surplus sludge into the electrolytic tank. Surplus sludge transfer means, energization means for energizing or stopping energization of the electrolytic cell, discharge means for discharging accumulated matter in the electrolytic cell, and introducing a chemical into the electrolytic cell. A chemical solution supply means for stopping the introduction, an air supply means for introducing air into or stopping the introduction into the electrolytic cell, and a control means for controlling the respective means. The control means controls the surplus sludge transfer means and the energization means to stop the introduction and energization of the excess sludge to the electrolytic cell, and controls the discharge means to control the accumulated matter in the electrolytic cell. The chemical solution supply means and the air Performed to introduce the drug solution and the air is then discharged by controlling the supply means and the discharge means of the electrolytic bath at least once, then the electrolyte by controlling the excess sludge transport means and said energizing means The surplus sludge treatment apparatus is characterized by restarting the introduction and energization of the surplus sludge to the tank.
In the surplus sludge treatment apparatus according to the fourth aspect, the operation method of the surplus sludge treatment apparatus according to the third aspect can be suitably implemented.

本発明の余剰汚泥処理装置によれば、汚泥中の無機物や有機物の微粒子がスケールとなって電極表面に付着するのが抑制される結果、電解槽での塩素発生量が低下して処理効果が低下することを抑制できるようになる。 According to Surplus sludge treatment apparatus of the present invention, a result of particulate inorganic or organic substances in the sludge from adhering to the electrode surface becomes scale is suppressed, chlorine generation amount of the electrolytic bath is reduced treatment effects Can be suppressed.

以下、図に示す実施例により本発明をさらに詳細に説明する。なお、これにより本発明が限定されるものではない。   Hereinafter, the present invention will be described in more detail with reference to the embodiments shown in the drawings. Note that the present invention is not limited thereby.

図1は、実施例1に係る余剰汚泥処理装置100を示す構成図である。
この余剰汚泥処理装置100は、電解槽1と、電解槽1の電極1a,1bに直流電圧を印加したり印加を停止したりするための電源部2と、生物学的汚水処理装置Xで発生した余剰汚泥Fと電解槽1で基質化後の電解汚泥Gとを混合するための循環槽3と、電解槽1と循環槽3の間で汚泥を循環させるための循環ポンプP1と、余剰汚泥F1を循環槽3へ導入したり導入を停止したりするための導入ポンプP2と、塩水を貯留するための塩水槽4と、循環槽3へ塩水槽4から塩水を供給するための塩水ポンプP3と、電解槽1内の滞留物を排出するためのドレン弁V1と、電解槽1内に洗浄水を導入したり導入を停止したりするための洗浄水ポンプP4と、電解槽1内に空気を導入したり導入を停止したりするための空気ポンプP5と、電解汚泥Gなどを生物学的汚水処理装置Xへ返送するための返送弁V2と、電源部2などを制御するための制御部5とを具備している。
FIG. 1 is a configuration diagram illustrating an excess sludge treatment apparatus 100 according to the first embodiment.
This surplus sludge treatment apparatus 100 is generated in the electrolytic tank 1, the power supply unit 2 for applying or stopping the application of a DC voltage to the electrodes 1 a and 1 b of the electrolytic tank 1, and the biological sewage treatment apparatus X. Circulation tank 3 for mixing the excess sludge F and the electrolytic sludge G that has been converted into a substrate in the electrolytic tank 1, the circulation pump P 1 for circulating the sludge between the electrolytic tank 1 and the circulation tank 3, and the excess sludge An introduction pump P2 for introducing F1 into the circulation tank 3 or stopping the introduction, a salt water tank 4 for storing salt water, and a salt water pump P3 for supplying salt water from the salt water tank 4 to the circulation tank 3 A drain valve V1 for discharging the accumulated matter in the electrolytic cell 1, a cleaning water pump P4 for introducing or stopping the cleaning water into the electrolytic cell 1, and air in the electrolytic cell 1. Air pump P5 for introducing or stopping introduction, and electrolysis The mud G are equipped with return valve V2 for returning to a biological sewage treatment apparatus X, and a controller 5 for controlling the power supply unit 2.

生物学的汚水処理装置Xは、汚水を生物学的に処理するための曝気槽Aと、生物学的処理により発生した余剰汚泥Fを沈殿させるための沈殿槽Bとを具備している。   The biological sewage treatment apparatus X includes an aeration tank A for biologically treating sewage and a precipitation tank B for precipitating excess sludge F generated by biological treatment.

図2は、制御部5により実行される余剰汚泥処理の手順を示すフロー図である。
ステップS1では、導入ポンプP2を駆動して余剰汚泥Fを生物学的汚水処理装置Xの沈殿槽Bから循環槽3に導入すると共に、循環ポンプP1を駆動して電解槽1と循環槽3の間で汚泥を循環させ、さらに電源部2から直流電圧を電極1a,1b間に印加する。また、返送弁V2を開き、循環槽3から生物学的汚水処理装置Xの曝気槽Aへ、電解汚泥Gを返送する。これを継続し、例えば午前3時になると、ステップS2へ進む。
FIG. 2 is a flowchart showing a procedure of surplus sludge treatment executed by the control unit 5.
In step S1, the introduction pump P2 is driven to introduce surplus sludge F from the sedimentation tank B of the biological sewage treatment apparatus X into the circulation tank 3, and the circulation pump P1 is driven to cause the electrolytic tank 1 and the circulation tank 3 to The sludge is circulated between the electrodes, and a DC voltage is applied from the power source 2 between the electrodes 1a and 1b. Moreover, the return valve V2 is opened, and the electrolytic sludge G is returned from the circulation tank 3 to the aeration tank A of the biological sewage treatment apparatus X. This is continued. For example, when it is 3:00 am, the process proceeds to step S2.

ステップS2では、導入ポンプP2を停止して余剰汚泥Fの導入を停止すると共に、循環ポンプP1を停止して汚泥の循環を停止させ、さらに電源部2からの直流電圧の印加を停止する。また、返送弁V2を閉じて電解汚泥Gの返送を停止する。
ステップS3では、ドレン弁V1を開いて電解槽1内の滞留物を生物学的汚水処理装置Xの曝気槽Aへ返送する。電解槽1が空になったら、ドレン弁V1を閉じる。そして、ステップS4へ進む。
ステップS4では、反復カウンタnの値を「1」に初期化する。
In step S2, the introduction pump P2 is stopped to stop the introduction of the excess sludge F, the circulation pump P1 is stopped to stop the sludge circulation, and the application of the DC voltage from the power supply unit 2 is stopped. Moreover, the return valve V2 is closed and the return of the electrolytic sludge G is stopped.
In step S3, the drain valve V1 is opened, and the stay in the electrolytic cell 1 is returned to the aeration tank A of the biological sewage treatment apparatus X. When the electrolytic cell 1 becomes empty, the drain valve V1 is closed. Then, the process proceeds to step S4.
In step S4, the value of the iteration counter n is initialized to “1”.

ステップS5では、洗浄水ポンプP4を駆動して、生物学的汚水処理装置Xの沈殿槽Bで得られた処理水を洗浄水として電解槽1に供給する。なお、洗浄水として水道水,地下水,雨水などを使用してもよい。
ステップS6では、空気ポンプP5を駆動して空気を電解槽1に供給する。
ステップS7では、電解槽1が満水になるまで洗浄水と空気の供給を継続する。電解槽1が満水になったらステップS8へ進む。
In step S5, the washing water pump P4 is driven to supply the treated water obtained in the sedimentation tank B of the biological sewage treatment apparatus X to the electrolytic cell 1 as washing water. Note that tap water, ground water, rain water, or the like may be used as cleaning water.
In step S6, the air pump P5 is driven to supply air to the electrolytic cell 1.
In step S7, the supply of cleaning water and air is continued until the electrolytic cell 1 is full. When the electrolytic cell 1 is full, the process proceeds to step S8.

ステップS8では、洗浄水ポンプP4を停止して洗浄水の供給を停止する。
ステップS9では、空気ポンプP5を停止して空気の供給を停止する。
ステップS10では、ドレン弁V1を開き、電解槽1内の滞留物を生物学的汚水処理装置Xの曝気槽Aへ返送する。電解槽1が空になったら、ドレン弁V1を閉じる。そして、ステップS11へ進む。
In step S8, the cleaning water pump P4 is stopped to stop the supply of cleaning water.
In step S9, the air pump P5 is stopped and the supply of air is stopped.
In step S10, the drain valve V1 is opened, and the stay in the electrolytic cell 1 is returned to the aeration tank A of the biological sewage treatment apparatus X. When the electrolytic cell 1 becomes empty, the drain valve V1 is closed. Then, the process proceeds to step S11.

ステップS11では、反復カウンタnの値を「1」だけ増加させる。
ステップS12では、反復カウンタnの値が所定数N(例えばN=3)以下ならステップS5に戻り、そうでなければステップS1に戻る。
In step S11, the value of the iteration counter n is incremented by “1”.
In step S12, if the value of the iteration counter n is equal to or smaller than a predetermined number N (for example, N = 3), the process returns to step S5, and if not, the process returns to step S1.

−評価試験−
図3は、電解槽1の容量30L,処理量20L/分,洗浄回数1回/日,洗浄水量15L/分,空気量30L/分で余剰汚泥Fを処理した結果である。
100日運転後の塩素発生量は、開始時の80%になった。
なお、洗浄を行わない場合は、図7に示すように、100日運転後の塩素発生量は、開始時の50%にまで低下した。
-Evaluation test-
FIG. 3 shows the result of treating the excess sludge F with a capacity of 30 L, a treatment amount of 20 L / min, a washing frequency of 1 L / min, a washing water amount of 15 L / min, and an air amount of 30 L / min.
The amount of chlorine generated after 100 days of operation was 80% at the start.
In addition, when not performing washing | cleaning, as shown in FIG. 7, the amount of chlorine generation | occurrence | production after a 100-day driving | operation reduced to 50% at the time of a start.

実施例1に係る余剰汚泥処理装置100によれば、汚泥中の無機物や有機物の微粒子がスケールとなって電極1a,1bの表面に付着するのが抑制される結果、電解槽1での塩素発生量が低下して処理効果が低下することを抑制できるようになる。また、洗浄後に電解槽1から排出した洗浄水を生物学的汚水処理装置Xに戻すことにより、汚れた洗浄水を浄化できる。   According to the surplus sludge treatment apparatus 100 according to the first embodiment, the generation of chlorine in the electrolytic cell 1 as a result of suppressing the inorganic and organic fine particles in the sludge from becoming scales and adhering to the surfaces of the electrodes 1a and 1b. It becomes possible to suppress the amount from decreasing and the processing effect from decreasing. Further, by returning the cleaning water discharged from the electrolytic cell 1 after cleaning to the biological sewage treatment apparatus X, the dirty cleaning water can be purified.

図4は、実施例2に係る余剰汚泥処理装置200を示す構成図である。
この余剰汚泥処理装置200は、実施例1の余剰汚泥処理装置100と基本的に同じであるが、電解槽1に薬液を供給するための薬液ポンプP7と、電解槽1内の滞留物を廃棄するための廃棄弁Vとを追加した構成である。
薬液は、塩酸溶液や水酸化ナトリウム溶液のような酸類およびアルカリ類,還元剤であるシュウ酸溶液、酸化剤である次亜塩素ナトリウム溶液などを使用する。複数の薬液を順番に使用してもよい。
FIG. 4 is a configuration diagram illustrating the excess sludge treatment apparatus 200 according to the second embodiment.
This surplus sludge treatment apparatus 200 is basically the same as the surplus sludge treatment apparatus 100 of the first embodiment, but the chemical liquid pump P7 for supplying the chemical liquid to the electrolytic cell 1 and the accumulated matter in the electrolytic cell 1 are discarded. it is configured by adding the waste valve V 3 to.
As the chemical solution, acids and alkalis such as hydrochloric acid solution and sodium hydroxide solution, oxalic acid solution as a reducing agent, sodium hypochlorite solution as an oxidizing agent, and the like are used. You may use a some chemical | medical solution in order.

図5は、実施例2に係る余剰汚泥処理の手順を示すフロー図である。
ステップS5’〜ステップS10’以外は、実施例1と同じであるので、ステップS5’〜ステップS10’のみについて説明する。
FIG. 5 is a flowchart showing the procedure of excess sludge treatment according to the second embodiment.
Since steps other than step S5 ′ to step S10 ′ are the same as those in the first embodiment, only step S5 ′ to step S10 ′ will be described.

ステップS5’では、洗浄水ポンプP4を駆動して洗浄水を電解槽1に供給すると共に、薬液ポンプP7を駆動して薬液を電解槽1に供給する。
ステップS6では、空気ポンプP5を駆動して空気を電解槽1に供給する。
ステップS7では、電解槽1が満水になるまで洗浄水と空気の供給を継続する。電解槽1が満水になったらステップS8へ進む。
In step S5 ′, the cleaning water pump P4 is driven to supply cleaning water to the electrolytic cell 1, and the chemical solution pump P7 is driven to supply chemical solution to the electrolytic cell 1.
In step S6, the air pump P5 is driven to supply air to the electrolytic cell 1.
In step S7, the supply of cleaning water and air is continued until the electrolytic cell 1 is full. When the electrolytic cell 1 is full, the process proceeds to step S8.

ステップS8’では、洗浄水ポンプP4を停止して洗浄水の供給を停止すると共に、薬液ポンプP7を停止して薬液の供給を停止する。
ステップS9では、空気ポンプP5を停止して空気の供給を停止する。
ステップS10’では、ドレン弁V1を開き、廃棄弁V3を開いて、電解槽1内の滞留物を廃棄する。滞留物の生物処理に与える影響が小さい場合は、滞留物を廃棄せずに曝気槽Aに送ってもよい。電解槽1が空になったら、ドレン弁V1を閉じ、廃棄弁V3を閉じる。そして、ステップS11へ進む。
In step S8 ′, the cleaning water pump P4 is stopped to stop the supply of the cleaning water, and the chemical liquid pump P7 is stopped to stop the supply of the chemical liquid.
In step S9, the air pump P5 is stopped and the supply of air is stopped.
In step S10 ′, the drain valve V1 is opened and the disposal valve V3 is opened, so that the accumulated matter in the electrolytic cell 1 is discarded. When the influence of the staying matter on the biological treatment is small, the staying matter may be sent to the aeration tank A without being discarded. When the electrolytic cell 1 is empty, close the drain valve V1, close the waste valve V3. Then, the process proceeds to step S11.

−評価試験−
図6は、電解槽1の容量30L,処理量20L/分,洗浄回数1回/日,洗浄水量15L/分,薬液供給量1L/分で余剰汚泥Fを処理した結果である。薬液は、17.5%塩酸を使用した。
100日運転後の塩素発生量は、開始時の90%であった。
-Evaluation test-
FIG. 6 shows the result of treating surplus sludge F with a capacity of 30 L, a treatment amount of 20 L / min, a washing frequency of 1 L / min, a washing water amount of 15 L / min, and a chemical supply amount of 1 L / min. As the chemical solution, 17.5% hydrochloric acid was used.
The amount of chlorine generated after 100 days of operation was 90% at the start.

実施例2に係る余剰汚泥処理装置200によれば、汚泥中の無機物や有機物の微粒子がスケールとなって電極1a,1bの表面に付着するのが抑制される結果、電解槽1での塩素発生量が低下して処理効果が低下することを抑制できるようになる。また、洗浄水だけでなく薬液をも用いるため、高い洗浄効果が得られる。さらに、高濃度の薬液を洗浄水で希釈できる構成となっているため、図示されていない薬液槽を小型にすることが出来る。   According to the surplus sludge treatment apparatus 200 according to the second embodiment, the generation of chlorine in the electrolytic cell 1 as a result of suppressing the inorganic and organic fine particles in the sludge from becoming a scale and adhering to the surfaces of the electrodes 1a and 1b. It becomes possible to suppress the amount from decreasing and the processing effect from decreasing. Moreover, since not only cleaning water but also a chemical solution is used, a high cleaning effect can be obtained. Furthermore, since it is the structure which can dilute a high concentration chemical | medical solution with a washing water, the chemical | medical solution tank which is not illustrated can be reduced in size.

上述の実施例2のように薬液と共に洗浄水を電解槽1に供給するのではなく、洗浄に適した濃度に調整した薬液のみを電解槽1に供給して電解槽1の洗浄を行ってもよい。   Rather than supplying cleaning water together with the chemical solution to the electrolytic cell 1 as in Example 2 described above, only the chemical solution adjusted to a concentration suitable for cleaning is supplied to the electrolytic cell 1 to clean the electrolytic cell 1. Good.

本発明の余剰汚泥処理装置は、水道分野の浄水処理、下水処理、工業用水処理に利用できる。 Surplus sludge treatment apparatus of the present invention can be used water treatment of water areas, sewage treatment, industrial water treatment.

実施例1に係る余剰汚泥処理装置を示す構成図である。It is a block diagram which shows the excess sludge processing apparatus which concerns on Example 1. FIG. 実施例1に係る余剰汚泥処理の手順を示すフロー図である。It is a flowchart which shows the procedure of the excess sludge process which concerns on Example 1. FIG. 実施例1に係る余剰汚泥処理装置による塩素発生量の変化を示す図表である。3 is a chart showing changes in the amount of chlorine generated by the excess sludge treatment apparatus according to Example 1. 実施例2に係る余剰汚泥処理装置を示す構成図である。It is a block diagram which shows the excess sludge processing apparatus which concerns on Example 2. FIG. 実施例2に係る余剰汚泥処理の手順を示すフロー図である。It is a flowchart which shows the procedure of the excess sludge process which concerns on Example 2. FIG. 実施例2に係る余剰汚泥処理装置による塩素発生量の変化を示す図表である。It is a chart which shows the change of the amount of chlorine generation by the surplus sludge processing apparatus concerning Example 2. 従来の余剰汚泥処理装置による塩素発生量の変化を示す図表である。It is a graph which shows the change of the chlorine generation amount by the conventional excess sludge processing apparatus.

符号の説明Explanation of symbols

1 電解槽
2 電源部
3 循環槽
4 塩水槽
5 制御部
100,200 余剰汚泥処理装置
P1 循環ポンプ
P2 導入ポンプ
P3 塩水ポンプ
P4 洗浄水ポンプ
P5 空気ポンプ
P7 薬液ポンプ
V1 ドレン弁
V2 返送弁
V3 廃棄弁
X 生物学的汚水処理装置
DESCRIPTION OF SYMBOLS 1 Electrolysis tank 2 Power supply part 3 Circulation tank 4 Salt water tank 5 Control part 100,200 Excess sludge processing apparatus P1 Circulation pump P2 Introduction pump P3 Salt water pump P4 Washing water pump P5 Air pump P7 Chemical pump V1 Drain valve V2 Return valve V3 Waste valve X biological wastewater treatment equipment

Claims (2)

生物学的汚水処理手段で発生した余剰汚泥を基質化するための電解槽と、前記余剰汚泥を前記電解槽へ導入したり導入を停止したりするための余剰汚泥移送手段と、前記電解槽へ通電したり通電を停止したりするための通電手段と、前記電解槽内の滞留物を排出するための排出手段と、前記電解槽内に洗浄水を導入したり導入を停止したりするための洗浄水供給手段と、前記電解槽内に空気を導入したり導入を停止したりするための空気供給手段と、前記各手段を制御するための制御手段とを具備し、前記制御手段は、前記余剰汚泥移送手段および前記通電手段を制御して前記電解槽への前記余剰汚泥の導入および通電を停止し、前記排出手段を制御して前記電解槽内の滞留物を排出し、前記洗浄水供給手段および前記空気供給手段および前記排出手段を制御して前記電解槽内に洗浄水と空気とを導入し次いで排出することを1回以上行い、その後、前記余剰汚泥移送手段および前記通電手段を制御して前記電解槽への前記余剰汚泥の導入および通電を再開することを特徴とする余剰汚泥処理装置 An electrolytic tank for converting surplus sludge generated in biological sewage treatment means into a substrate, surplus sludge transfer means for introducing or stopping introduction of the excess sludge, and the electrolytic tank Energizing means for energizing or stopping energization, discharging means for discharging accumulated matter in the electrolytic cell, and for introducing or stopping the introduction of washing water into the electrolytic cell A cleaning water supply means; an air supply means for introducing or stopping the introduction of air into the electrolytic cell; and a control means for controlling the respective means. The surplus sludge transfer means and the energization means are controlled to stop the introduction and energization of the excess sludge to the electrolyzer, the discharge means is controlled to discharge the accumulated matter in the electrolyzer, and the washing water supply Means and said air supply means and front The discharge means is controlled to introduce the wash water and air into the electrolytic cell and then to discharge once or more, and then the excess sludge transfer means and the energization means are controlled to control the discharge to the electrolytic cell. excess sludge processing apparatus characterized by resuming the introduction and energization of excess sludge. 生物学的汚水処理手段で発生した余剰汚泥を基質化するための電解槽と、前記余剰汚泥を前記電解槽へ導入したり導入を停止したりするための余剰汚泥移送手段と、前記電解槽へ通電したり通電を停止したりするための通電手段と、前記電解槽内の滞留物を排出するための排出手段と、前記電解槽内に薬液を導入したり導入を停止したりするための薬液供給手段と、前記電解槽内に空気を導入したり導入を停止したりするための空気供給手段と、前記各手段を制御するための制御手段とを具備し、前記制御手段は、前記余剰汚泥移送手段および前記通電手段を制御して前記電解槽への前記余剰汚泥の導入および通電を停止し、前記排出手段を制御して前記電解槽内の滞留物を排出し、前記薬液供給手段と前記空気供給手段と前記排出手段とを制御して前記電解槽内に薬液と空気とを導入し次いで排出することを1回以上行い、その後、前記余剰汚泥移送手段および前記通電手段を制御して前記電解槽への前記余剰汚泥の導入および通電を再開することを特徴とする余剰汚泥処理装置。 An electrolytic tank for converting surplus sludge generated by biological sewage treatment means into a substrate, surplus sludge transfer means for introducing or stopping introduction of the excess sludge, and the electrolytic tank energizing means for or to stop the energization or energizing, the a discharging means for discharging the retentate in the electrolytic cell, chemical for or to stop the introduction or introducing chemical into the electrolytic bath A supply means; an air supply means for introducing or stopping introduction of air into the electrolytic cell; and a control means for controlling the respective means, wherein the control means includes the excess sludge. transport means and by controlling the energizing means to stop the introduction and energization of the excess sludge to the electrolytic cell, by controlling the discharge means to discharge the retentate in said electrolytic cell, the said chemical liquid supply means An air supply means and the discharge means; To introduce the drug solution and the air is then discharged before Symbol the electrolytic cell Gyoshi performed one or more times, then the excess sludge to the electrolytic cell by controlling the excess sludge transport means and said energizing means Surplus sludge treatment equipment characterized by restarting introduction and energization.
JP2005148843A 2005-05-23 2005-05-23 Surplus sludge treatment equipment Active JP4510699B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005148843A JP4510699B2 (en) 2005-05-23 2005-05-23 Surplus sludge treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005148843A JP4510699B2 (en) 2005-05-23 2005-05-23 Surplus sludge treatment equipment

Publications (2)

Publication Number Publication Date
JP2006326373A JP2006326373A (en) 2006-12-07
JP4510699B2 true JP4510699B2 (en) 2010-07-28

Family

ID=37548664

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005148843A Active JP4510699B2 (en) 2005-05-23 2005-05-23 Surplus sludge treatment equipment

Country Status (1)

Country Link
JP (1) JP4510699B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6220809B2 (en) * 2015-04-10 2017-10-25 株式会社テクノラボ Sludge volume reduction method and equipment by swirling electrolytic treatment

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0677892U (en) * 1993-04-15 1994-11-01 有財 葉 Ion water purifier
JP2002018442A (en) * 2000-07-06 2002-01-22 Sanyo Electric Co Ltd Water treatment apparatus
JP2002126782A (en) * 2000-08-17 2002-05-08 Sadaaki Murakami Method for cleaning organic sewage using electrolytic method
JP2002159987A (en) * 2000-11-22 2002-06-04 Sanyo Electric Co Ltd Sewage treatment equipment
JP2002361282A (en) * 2001-06-08 2002-12-17 Permelec Electrode Ltd Method and apparatus for treating organic waste water
JP2003062576A (en) * 2001-08-29 2003-03-04 Sanyo Electric Co Ltd Hypochlorous acid generating equipment
JP2003062592A (en) * 2001-08-27 2003-03-04 Sadaaki Murakami Method for treating organic waste water containing chloride ion

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05208191A (en) * 1991-07-01 1993-08-20 Syst Geito Kk Electrically floating device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0677892U (en) * 1993-04-15 1994-11-01 有財 葉 Ion water purifier
JP2002018442A (en) * 2000-07-06 2002-01-22 Sanyo Electric Co Ltd Water treatment apparatus
JP2002126782A (en) * 2000-08-17 2002-05-08 Sadaaki Murakami Method for cleaning organic sewage using electrolytic method
JP2002159987A (en) * 2000-11-22 2002-06-04 Sanyo Electric Co Ltd Sewage treatment equipment
JP2002361282A (en) * 2001-06-08 2002-12-17 Permelec Electrode Ltd Method and apparatus for treating organic waste water
JP2003062592A (en) * 2001-08-27 2003-03-04 Sadaaki Murakami Method for treating organic waste water containing chloride ion
JP2003062576A (en) * 2001-08-29 2003-03-04 Sanyo Electric Co Ltd Hypochlorous acid generating equipment

Also Published As

Publication number Publication date
JP2006326373A (en) 2006-12-07

Similar Documents

Publication Publication Date Title
US20120152760A1 (en) Water treatment method and system
JPH06254567A (en) Method for reforming water
DE60218257T2 (en) METHOD OF WATER TREATMENT AND DEVICE THEREFOR
JP6153542B2 (en) Electrodes for electrochemically reducing the chemical oxygen demand of industrial waste
JP2008221144A (en) Cleaning method of ultrapure water producing system
JP4510699B2 (en) Surplus sludge treatment equipment
CN103880123A (en) Sequencing batch type electro-fenton device used for acrylonitrile wastewater advanced treatment and method thereof
JP2006312122A (en) Control method for electrolysis of sludge
JP2007275741A (en) Apparatus for electrolyzing sludge
JPH10290987A (en) Treatment of liquid residue resulting from photographic processing
JP2005211768A (en) Wastewater treatment apparatus and wastewater treatment method
WO2010148436A1 (en) Water treatment method and system
WO2012159206A1 (en) Electrolytic cells and methods for minimizing the formation of deposits on diamond electrodes
JP2007301473A (en) Sludge treatment method
JP4902219B2 (en) Sludge treatment method
JPH0871131A (en) Sterilizing and washing method using electrolysis
JP3806626B2 (en) Hypochlorous acid generator
KR102247603B1 (en) Water treatment apparatus and method capable of continuous cleaning of membrane by using chlorine-generating microbubbles
KR100650333B1 (en) Device and method of advanced disposal and stink removal disposal of dirty waste water by using electrolysis and rotation filtration
JP2023121052A (en) Circulation type electrolysis coolant liquid generation system and coolant regeneration electrolytic treatment device applied to the system
JP2006026506A (en) Waste water treatment apparatus, garbage treatment system and oil removal apparatus
JP2008194631A (en) Method for treating sludge
JPH11192487A (en) Circulating water purifying and sterilizing device and method therefor
KR20020042947A (en) A reduction apparatus and method using the electric ionization
JPH0880486A (en) Electrolytic ultrapure water, producer thereof, production, cleaning device and cleaning method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20071217

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20100311

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100316

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20100412

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100427

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100430

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130514

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4510699

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130514

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140514

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250