JP4912380B2 - Debris removal method for denitrification equipment - Google Patents

Debris removal method for denitrification equipment Download PDF

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JP4912380B2
JP4912380B2 JP2008269830A JP2008269830A JP4912380B2 JP 4912380 B2 JP4912380 B2 JP 4912380B2 JP 2008269830 A JP2008269830 A JP 2008269830A JP 2008269830 A JP2008269830 A JP 2008269830A JP 4912380 B2 JP4912380 B2 JP 4912380B2
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denitrification
relay tank
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purified water
water discharge
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JP2010094650A (en
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正志 石井
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Chugoku Electric Power Co Inc
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Description

本発明は、アンモニア態窒素を含む排水を処理して排水中のアンモニア態窒素を除去するための脱窒装置において行われる付着物除去方法に関する。   The present invention relates to a deposit removal method performed in a denitrification apparatus for treating wastewater containing ammonia nitrogen to remove ammonia nitrogen in the wastewater.

一般に、火力発電設備においては、復水脱塩装置、及び電気式集塵機等、種々の装置から、アンモニア態窒素を含有する排水が排出されている。このような窒素分を含む排水は、そのまま海洋に放出すれば、海洋の富栄養化をもたらす原因となるため、何らかの手段によって、窒素分を除去してから排出することが求められている。   In general, in a thermal power generation facility, wastewater containing ammonia nitrogen is discharged from various devices such as a condensate demineralizer and an electric dust collector. If such wastewater containing nitrogen is released into the ocean as it is, it will cause eutrophication of the ocean, and therefore it is required to discharge after removing the nitrogen by some means.

窒素成分を含有する排水から、窒素成分を除去する方法としては、生物学的処理方法、及び物理化学的処理方法等の方法が知られているが、大量の排水を効率良く処理するためには、物理化学的処理方法を用いることが好ましい。   As methods for removing nitrogen components from wastewater containing nitrogen components, methods such as biological treatment methods and physicochemical treatment methods are known, but in order to efficiently treat a large amount of wastewater. It is preferable to use a physicochemical treatment method.

アンモニア態窒素を含有する排水を物理化学的処理方法により処理する脱窒装置としては、例えば、アンモニアストリッピング法を用いた脱窒装置が知られている。具体的には、排水に強塩基を添加することにより、排水に含有されるアンモニウム塩をアンモニアに変換し、放散塔(アンモニアストリッパー)において、排水からアンモニアを分離する。アンモニアストリッパーはいわゆる、アンモニアの気化装置であり、アンモニアを含有する排水を水蒸気によって加熱することにより、排水中に含まれるアンモニアを気化・分離する。   As a denitrification apparatus for treating waste water containing ammonia nitrogen by a physicochemical treatment method, for example, a denitrification apparatus using an ammonia stripping method is known. Specifically, an ammonium salt contained in the wastewater is converted to ammonia by adding a strong base to the wastewater, and ammonia is separated from the wastewater in a stripping tower (ammonia stripper). The ammonia stripper is a so-called ammonia vaporizer, and heats wastewater containing ammonia with water vapor to vaporize and separate ammonia contained in the wastewater.

ところで、上記アンモニアストリッピング法を用いた脱窒装置を用いて、アンモニア態窒素を含有する排水を処理する際には、脱窒装置の配管内部にスケールと呼ばれる付着物が付着し、配管を閉塞することがある。スケールとは、主に排水中に含まれる硬度成分や金属イオンの水酸化物であって、具体的には、Ca(OH)、Mg(OH)、Fe(OH)、及びNi(OH)等により構成されていることが知られている。 By the way, when the waste water containing ammonia nitrogen is treated using the denitrification apparatus using the ammonia stripping method, deposits called scales adhere to the inside of the denitrification apparatus piping, and the piping is blocked. There are things to do. The scale is mainly a hydroxide of hardness components and metal ions contained in the waste water. Specifically, Ca (OH) 2 , Mg (OH) 2 , Fe (OH) 2 , and Ni ( OH) 2 and the like.

このような、脱窒装置におけるスケールの発生は、主に、排水中の硬度成分の存在に起因すると考えられる。即ち、一般に工業用水にはカルシウムやマグネシウムが含まれている場合があり、ボイラ排ガスから二酸化硫黄を除去するために用いられる排煙脱硫装置の排水からもカルシウムが検出される。また、硬度成分のほかにも、発電所内の配管の腐食等に伴い、鉄イオン等が排水に混入することもある。   Such scale generation in the denitrification apparatus is considered to be mainly caused by the presence of hardness components in the waste water. That is, in general, industrial water may contain calcium and magnesium, and calcium is also detected from the waste water of a flue gas desulfurization device used for removing sulfur dioxide from boiler exhaust gas. In addition to the hardness component, iron ions and the like may be mixed into the waste water due to corrosion of piping in the power plant.

このような排水中に混入した硬度成分や金属イオンは、脱窒装置において強塩基を添加された際、水酸化物として析出し、これが配管内部に付着して配管を閉塞するものと考えられる。   It is considered that the hardness component and metal ions mixed in the waste water are precipitated as hydroxide when a strong base is added in the denitrification apparatus, and this adheres to the inside of the pipe and closes the pipe.

以上のように、アンモニアストリッピング法を用いた脱窒装置においては、従来よりスケールの発生が問題とされていたが、このような問題を解決するための手段として、特許文献1には、アンモニアを含む原水を、実質的に内部が空洞の蒸発管内に投入し、蒸気による撹拌により、アンモニア蒸気を蒸留した後、前記蒸気導入を停止し、前記該蒸発缶内を大気開放により処理水を次段の蒸発缶若しくは系外に排出するバッチ処理動作の繰り返しによりアンモニア蒸留を行うことを特徴とするアンモニア処理方法が開示されている。   As described above, in the denitrification apparatus using the ammonia stripping method, generation of scale has been a problem in the past. As means for solving such a problem, Patent Document 1 discloses ammonia. The raw water containing the water is poured into an evaporation tube having a substantially hollow interior, and after the ammonia vapor is distilled by stirring with steam, the introduction of the steam is stopped, and the treated water is then released by opening the inside of the evaporator to the atmosphere. An ammonia treatment method is disclosed, in which ammonia distillation is performed by repeating a batch treatment operation for discharging to a stage evaporator or out of the system.

特許文献1に記載の発明によれば、内部空洞型の蒸発缶を用い且つバッチ処理のために、アンモニア態窒素とSS分、硬度成分(Ca、Mg)或いはpHをあげた際における水酸化物を生成する金属イオンを含む排水や汚泥等の処理においても、スケーリングや閉塞を起こすことがないとされる。又、前記蒸発缶群をシリーズに連結したために、少ない蒸気吹き込み量で、高い除去能を得ることができるとされる。
特開2003−181444号公報
According to the invention described in Patent Document 1, hydroxides are used when ammonia nitrogen and SS content, hardness components (Ca, Mg) or pH are increased for batch processing using an internal cavity evaporator. Even in the treatment of wastewater and sludge containing metal ions that generate slag, scaling and clogging are not caused. Further, since the evaporator groups are connected in series, a high removal ability can be obtained with a small amount of steam blowing.
JP 2003-181444 A

しかしながら、特許文献1に記載の発明においては、スケールの付着による配管の閉塞を抑制することはできるものの、スケールの付着自体を防止するものではなく、スケールの除去においては、別途、除去手段を要するものである。即ち、多量のスケールが付着した場合には、特許文献1に記載の発明においても、配管の閉塞が生じることがあり、この場合にはスケールの除去を行わなければならない。   However, in the invention described in Patent Document 1, although the clogging of the piping due to the adhesion of the scale can be suppressed, the adhesion of the scale itself is not prevented, and a separate removing means is required for removing the scale. Is. That is, when a large amount of scale adheres, even in the invention described in Patent Document 1, the piping may be blocked, and in this case, the scale must be removed.

また、特許文献1に記載の発明は、既存の脱窒装置においてスケールの付着を防止するものではなく、新たな設備投資を行う必要があるものである。   In addition, the invention described in Patent Document 1 does not prevent the scale from adhering in the existing denitrification apparatus, and requires a new capital investment.

更に、スケールを除去するための具体的手段として、薬品を用いて脱窒装置内部を洗浄する方法が挙げられるが、このような方法は、大量の工業用水と薬品とを必要とし、多額の費用を要するものである。   Furthermore, as a specific means for removing the scale, there is a method of cleaning the inside of the denitrification apparatus using a chemical. However, such a method requires a large amount of industrial water and chemicals, and requires a large amount of cost. Is required.

本発明は以上のような課題に鑑みてなされたものであり、既存の脱窒装置において行われるスケールの除去方法であって、多額の費用をかけずに行うことができるスケールの除去方法を提供することを目的とする。   The present invention has been made in view of the above-described problems, and provides a scale removal method performed in an existing denitrification apparatus, which can be performed without much expense. The purpose is to do.

本発明の発明者らは、上記課題を解決するために鋭意研究を行った。その結果、脱窒装置において、放散塔とそれに付随する配管の内部にアンモニウム塩含有原水を充填し、所定時間放置したときに、脱窒装置内部に付着したスケールを一部除去して、配管の閉塞状態を改善できることを見出し、本発明を完成するに至った。具体的には、本発明は以下のものを提供する。   The inventors of the present invention have intensively studied to solve the above problems. As a result, in the denitrification device, when the raw water containing ammonium salt is filled in the stripping tower and the piping associated therewith and left for a predetermined time, a part of the scale attached to the inside of the denitrification device is removed, and the piping is The present inventors have found that the occlusion state can be improved and have completed the present invention. Specifically, the present invention provides the following.

(1) アンモニウム塩と強塩基とを反応させてアンモニアを生成するための脱窒中継槽と、前記脱窒中継槽で生成されたアンモニアを処理水中から除去するための放散塔と、アンモニアを除去した処理水を排出するための浄水排出経路と、前記脱窒中継槽と前記放散塔とを連結する脱窒中継槽−放散塔連結経路と、前記浄水排出経路と前記脱窒中継槽−放散塔連結経路とを短絡する脱窒循環バイパス経路と、前記浄水排出経路において、前記浄水排出経路と前記脱窒循環バイパス経路とに分岐する脱窒バイパス分岐点と、前記脱窒中継槽−放散塔連結経路において、前記脱窒中継槽−放散塔連結経路と前記脱窒循環バイパス経路とが合流する脱窒バイパス合流点と、前記浄水排出経路において、前記脱窒バイパス分岐点以降に備えられる浄水排出経路弁と、前記脱窒中継槽−放散塔連結経路において、前記脱窒バイパス合流点と前記脱窒中継槽との間に備えられる脱窒中継槽−放散塔連結経路弁と、前記脱窒循環バイパス経路に備えられる脱窒循環バイパス経路弁と、を備え、アンモニウム塩を含有するアンモニウム塩含有原水からアンモニウム塩を除去するための脱窒装置において、前記脱窒装置に付着した塩基性の付着物を除去するための脱窒装置の付着物除去方法であって、前記浄水排出経路、前記脱窒中継槽−放散塔連結経路、及び前記放散塔に残留する処理水を排出する第一の工程と、前記浄水排出経路、前記脱窒中継槽−放散塔連結経路、及び前記放散塔に酸性のアンモニウム塩含有原水を充填して放置する第二の工程と、を含む脱窒装置の付着物除去方法。 (1) A denitrification relay tank for reacting an ammonium salt with a strong base to generate ammonia, a stripping tower for removing ammonia generated in the denitrification relay tank from the treated water, and removing ammonia A purified water discharge path for discharging the treated water, a denitrification relay tank that connects the denitrification relay tank and the stripping tower, a stripping tower connection path, the purified water discharge path, and the denitrification relay tank and stripping tower A denitrification circulation bypass path that short-circuits a connection path; a denitrification bypass branch point that branches into the purified water discharge path and the denitrification circulation bypass path in the purified water discharge path; and the denitrification relay tank-dispersion tower connection A denitrification bypass junction where the denitrification relay tank-dispersion tower connection path and the denitrification circulation bypass path merge, and purified water provided after the denitrification bypass branch point in the purified water discharge path A denitrification relay tank-divergence tower connection path valve provided between the denitrification bypass confluence and the denitrification relay tank in the denitrification relay tank-dispersion tower connection path; A denitrification circulation bypass path valve provided in the circulation bypass path, the denitrification apparatus for removing the ammonium salt from the ammonium salt-containing raw water containing the ammonium salt in a basic attachment attached to the denitrification apparatus. A denitrification apparatus deposit removal method for removing kimono, the first step of discharging treated water remaining in the purification water discharge path, the denitrification relay tank-dispersion tower connection path, and the diffusion tower And a second step of leaving the stripping tower filled with acidic ammonium salt-containing raw water and leaving the stripped water, the denitrification relay removal of deposits, Method.

(1)に記載の発明によれば、アンモニウム塩含有原水を脱窒装置の内部に充填することにより、スケール等の付着物をアンモニウム塩含有原水に溶解させることができる。これは、アンモニウム塩含有原水が酸性を示し、水酸化カルシウム、水酸化マグネシウム、水酸化鉄、及び水酸化ニッケル等を溶解させる作用を有するためであると推測される。また、本発明に係る脱窒装置の付着物除去方法は、大量の工業用水や特別の薬品等を必要としないので、少ないコストで実施することが可能である。更に、スケール等の付着物が溶解されることにより、配管の閉塞等が一時的に解消され、脱窒装置の内部を薬品により洗浄する回数を、減少させることができる。   According to the invention described in (1), deposits such as scale can be dissolved in the ammonium salt-containing raw water by filling the ammonium salt-containing raw water inside the denitrification apparatus. This is presumably because the ammonium salt-containing raw water is acidic and has an action of dissolving calcium hydroxide, magnesium hydroxide, iron hydroxide, nickel hydroxide and the like. Moreover, since the deposit removal method of the denitrification apparatus which concerns on this invention does not require a lot of industrial water, a special chemical | medical agent, etc., it can be implemented at low cost. Furthermore, the deposits such as the scale are dissolved, so that the clogging of the piping is temporarily eliminated, and the number of times the inside of the denitrification apparatus is cleaned with chemicals can be reduced.

ここで、「アンモニウム塩含有原水」とは、プラントに備えられる各種装置からの排水のうち、アンモニウム塩を含有するものを指し、pHはおよそ4程度である。本発明では、特に火力発電設備における排水を指す。また、「処理水」とは、脱窒装置による排水処理に係る水、及び脱窒装置により排水処理されてなる水を指し、特に後者を「浄水」と呼ぶことがある。   Here, “ammonium salt-containing raw water” refers to wastewater from various devices provided in the plant, which contains an ammonium salt, and has a pH of about 4. In the present invention, it particularly refers to waste water in a thermal power generation facility. Further, “treated water” refers to water related to wastewater treatment by a denitrification device and water that has been subjected to wastewater treatment by a denitrification device, and the latter is particularly referred to as “purified water”.

(2) 前記第二の工程において、1時間以上10時間以下放置する、(1)に記載の脱窒装置の付着物除去方法。   (2) In the second step, the deposit removal method for a denitrification apparatus according to (1), wherein the deposit is allowed to stand for 1 hour to 10 hours.

(2)に記載の発明によれば、脱窒装置にアンモニウム塩含有原水を充填した後、1時間以上放置するので、スケール等の付着物を溶解させることができ、配管等の閉塞を一時的に解消することができる。また、放置する時間が10時間以下であるので、脱窒装置の停止によるプラントへの影響を最小限に抑えることができる。   According to the invention described in (2), since the denitrification device is filled with ammonium salt-containing raw water and left for one hour or longer, deposits such as scale can be dissolved, and the piping and the like are temporarily blocked. Can be resolved. Moreover, since the time to leave is 10 hours or less, the influence on the plant due to the stoppage of the denitrification apparatus can be minimized.

(3) 前記第二の工程の後に、前記脱窒循環バイパス経路弁を開弁し、前記浄水排出経路弁と前記脱窒中継槽−放散塔連結経路弁と、を閉弁し、前記アンモニウム塩含有原水を1時間以上5時間以下循環させる第三の工程を行う、(1)又は(2)に記載の脱窒装置の付着物除去方法。   (3) After the second step, the denitrification circulation bypass path valve is opened, the purified water discharge path valve and the denitrification relay tank-dispersion tower connection path valve are closed, and the ammonium salt The deposit removal method for a denitrification apparatus according to (1) or (2), wherein a third step of circulating the raw raw water for 1 hour to 5 hours is performed.

(4) 前記第二の工程と、前記第三の工程とを繰り返し行う、(3)に記載の脱窒装置の付着物除去方法。   (4) The deposit removal method for a denitrification apparatus according to (3), wherein the second step and the third step are repeated.

(3)に記載の発明によれば、浄水排出経路、脱窒中継槽−放散塔連結経路、放散塔、及び脱窒循環バイパス経路にアンモニウム塩含有原水を循環させるので、スケール等の付着物がアンモニウム塩含有原水に溶解する効率を高めることができる。これにより、配管等の閉塞を、より効率的に解消することができる。また、(4)に記載の発明によれば、放置とアンモニウム塩含有原水の循環とを繰り返し行うので、より多くの付着物を除去することが可能である。   According to the invention described in (3), since the ammonium salt-containing raw water is circulated through the purified water discharge path, the denitrification relay tank-dispersion tower connection path, the stripping tower, and the denitrification circulation bypass path, deposits such as scales are present. The efficiency of dissolving in the ammonium salt-containing raw water can be increased. Thereby, obstruction | occlusion of piping etc. can be eliminated more efficiently. Further, according to the invention described in (4), since the standing and the circulation of the ammonium salt-containing raw water are repeatedly performed, it is possible to remove more deposits.

本発明に係る脱窒装置の付着物除去方法によれば、アンモニウム塩含有原水を脱窒装置内部に充填し、これを放置することによりスケール等の付着物を除去するため、多額のコストをかけずに、配管等の閉塞を解消させることができる。同時に、本発明に係る脱窒装置の付着物除去方法を実施することにより、薬品等による脱窒装置内部の洗浄の回数を減少させることができ、経済的である。   According to the deposit removal method of the denitrification apparatus according to the present invention, the ammonium salt-containing raw water is filled inside the denitrification apparatus, and the deposits such as scales are removed by leaving it alone. Without obstructing the piping or the like. At the same time, by carrying out the deposit removal method of the denitrification apparatus according to the present invention, the number of times the inside of the denitrification apparatus is cleaned with chemicals or the like can be reduced, which is economical.

また、アンモニウム塩含有原水は、酸性を示すので、スケール等の付着物を部分的に除去し、配管の閉塞を一時的に解消することができる。   Moreover, since ammonium salt containing raw water shows acidity, deposits, such as a scale, can be removed partially, and blockage | clogging of piping can be eliminated temporarily.

次に本発明に係る脱窒装置の付着物除去方法について、図面を参照しながら説明する。   Next, the deposit removal method of the denitrification apparatus according to the present invention will be described with reference to the drawings.

<脱窒装置>
まず、本実施形態に係る脱窒装置について説明する。
<Denitrification equipment>
First, the denitrification apparatus according to the present embodiment will be described.

[脱窒装置の構成]
図1に本実施形態に係る脱窒装置を示す。本実施形態に係る脱窒装置は、処理水中のアンモニウム塩と強塩基とを反応させてアンモニアを生成するための脱窒中継槽16と、前記脱窒中継槽16で生成されたアンモニアを処理水中から除去するための放散塔11と、を有する。
[Configuration of denitrification equipment]
FIG. 1 shows a denitrification apparatus according to this embodiment. The denitrification apparatus according to this embodiment includes a denitrification relay tank 16 for reacting an ammonium salt in a treated water with a strong base to produce ammonia, and ammonia produced in the denitrification relay tank 16 in the treated water. And a stripping tower 11 for removing from the water.

また、本実施形態に係る脱窒装置において、各機器を連結する配管として、脱窒中継槽16と放散塔11とを連結する脱窒中継槽−放散塔連結経路20と、アンモニアを除去した処理水を排出するための浄水排出経路23と、浄水排出経路23と脱窒中継槽−放散塔連結経路20とを短絡する脱窒循環バイパス経路29と、を有する。ここで、便宜上、浄水排出経路23上、浄水排出経路23と脱窒循環バイパス経路29とが分岐する分岐点を脱窒バイパス分岐点25と称し、脱窒中継槽−放散塔連結経路20上、脱窒中継槽−放散塔連結経路20と脱窒循環バイパス経路29とが合流する合流点を脱窒バイパス合流点24と称する。   Further, in the denitrification apparatus according to the present embodiment, the denitrification relay tank 16 and the stripping tower connection path 20 that connects the denitrification relay tank 16 and the stripping tower 11 as pipes that connect each device, and the treatment that removes ammonia. It has a purified water discharge path 23 for discharging water, and a denitrification circulation bypass path 29 that short-circuits the purified water discharge path 23 and the denitrification relay tank-dispersion tower connection path 20. Here, for convenience, a branch point where the purified water discharge path 23 and the denitrification circulation bypass path 29 branch on the purified water discharge path 23 is referred to as a denitrification bypass branch point 25, and on the denitrification relay tank-dispersion tower connection path 20, A junction where the denitrification relay tank-dispersion tower connection path 20 and the denitrification circulation bypass path 29 join together is referred to as a denitrification bypass junction 24.

更に、本実施形態に係る脱窒装置には、各配管上に弁が備えられている。即ち、本実施形態に係る脱窒装置は、浄水排出経路23上、脱窒バイパス分岐点25以降に備えられる浄水排出経路弁26と、脱窒中継槽−放散塔連結経路20上、脱窒バイパス合流点24と脱窒中継槽16との間に備えられる脱窒中継槽−放散塔連結経路弁17と、脱窒循環バイパス経路29上に備えられる、脱窒循環バイパス経路弁(図示せず)と、を有する。   Furthermore, the denitrification apparatus according to the present embodiment is provided with a valve on each pipe. That is, the denitrification apparatus according to this embodiment includes a denitrification bypass on the purified water discharge path 23, a purified water discharge path valve 26 provided after the denitrification bypass branch point 25, a denitrification relay tank-dispersion tower connection path 20, and a denitrification bypass. Denitrification relay tank-dispersion tower connection path valve 17 provided between the junction 24 and the denitrification relay tank 16, and a denitrification circulation bypass path valve (not shown) provided on the denitrification circulation bypass path 29. And having.

他にも、本実施形態に係る脱窒装置は、アンモニウム塩含有原水を貯留するための第一の排水貯留槽12と、アンモニウム塩含有原水に電解質を添加して、排水中に拡散している不溶性成分を塩析させるための脱窒反応槽14と、当該不溶性成分を沈殿させるための脱窒沈殿槽15と、脱窒バイパス合流点24に備えられる脱窒循環ポンプ18と、放散塔11に流入する処理水と放散塔11から流出する浄水との間で熱交換を行う予熱器19と、放散塔11からの排水を貯留するための第二の排水貯留槽30と、浄水排出経路23から分岐し、放散塔11から排出される排水を第二の排水貯留槽30に導く排水排出経路31と、を有する。ここで、浄水排出経路23と、排水排出経路31との間での流路の選択は、それぞれの経路上に備えられる弁によって行うことができる。   In addition, the denitrification apparatus according to the present embodiment adds the electrolyte to the first drainage storage tank 12 for storing the ammonium salt-containing raw water and the ammonium salt-containing raw water, and diffuses it into the wastewater. A denitrification reaction tank 14 for salting out insoluble components, a denitrification settling tank 15 for precipitating the insoluble components, a denitrification circulation pump 18 provided at a denitrification bypass junction 24, and a stripping tower 11 From the preheater 19 for exchanging heat between the inflowing treated water and the purified water flowing out of the diffusion tower 11, the second drainage storage tank 30 for storing the wastewater from the diffusion tower 11, and the purified water discharge path 23 And a drainage discharge path 31 that branches and guides the drainage discharged from the diffusion tower 11 to the second drainage storage tank 30. Here, selection of the flow path between the purified water discharge path 23 and the drainage discharge path 31 can be performed by a valve provided on each path.

[脱窒装置の動作]
本実施形態に係る脱窒装置は以下のように動作する。即ち、火力発電設備の各機器から流出するアンモニウム塩含有原水は、第一の排水貯留槽12に集められ、次いで脱窒反応槽14に送られる。脱窒反応層においては、アンモニウム塩含有原水に水酸化ナトリム等の電解質が添加され、排水中に分散している不溶性成分を塩析する。電解質が添加された処理水は、脱窒沈殿槽15に送られ、塩析された不溶性成分が沈殿する。不溶性成分を沈殿させた後の処理水は、脱窒中継槽16に送られ、水酸化ナトリム等の強塩基が添加されることにより、アンモニウム塩をアンモニアに変換する。
[Operation of denitrification equipment]
The denitrification apparatus according to the present embodiment operates as follows. That is, the ammonium salt-containing raw water flowing out from each device of the thermal power generation facility is collected in the first drainage storage tank 12 and then sent to the denitrification reaction tank 14. In the denitrification reaction layer, an electrolyte such as sodium hydroxide is added to the ammonium salt-containing raw water to salt out insoluble components dispersed in the waste water. The treated water to which the electrolyte has been added is sent to the denitrification precipitation tank 15, where the salted out insoluble components are precipitated. The treated water after the insoluble component is precipitated is sent to the denitrification relay tank 16, and a strong base such as sodium hydroxide is added to convert the ammonium salt into ammonia.

アンモニアを含有する排水は、放散塔11に送られ、アンモニアストリッピング法によりアンモニアを気化する。これに先立って、アンモニアを含有する処理水は、予熱器19を通過し、放散塔11から排出される高温の浄水と熱交換されることにより予熱される。これにより、アンモニアストリッピング法を実施する際、処理水の加熱に要する熱エネルギーを削減することができる。放散塔11において気化されたアンモニアは、凝縮器21でアンモニア水に凝縮され、回収タンク22に回収される。   The wastewater containing ammonia is sent to the stripping tower 11 and vaporizes ammonia by an ammonia stripping method. Prior to this, the treated water containing ammonia passes through the preheater 19 and is preheated by exchanging heat with the high-temperature purified water discharged from the diffusion tower 11. Thereby, when implementing the ammonia stripping method, the thermal energy required for heating the treated water can be reduced. The ammonia vaporized in the stripping tower 11 is condensed into ammonia water by the condenser 21 and recovered in the recovery tank 22.

放散塔11でアンモニアが除かれた浄水は、再び予熱器19を通過してアンモニアを含む処理水と熱交換し、浄水排出経路23を通過して排出される。   The purified water from which ammonia has been removed by the diffusion tower 11 passes through the preheater 19 again, exchanges heat with the treated water containing ammonia, and is discharged through the purified water discharge path 23.

<脱窒装置の付着物除去方法>
本実施形態に係る脱窒装置の付着物除去方法は、浄水排出経路23、脱窒中継槽−放散塔連結経路20、及び放散塔11に残留する処理水を排出する第一の工程と、浄水排出経路23、脱窒中継槽−放散塔連結経路20、及び放散塔11にアンモニウム塩含有原水を充填して放置する第二の工程と、を含み、第二の工程の後に、必要に応じて、脱窒循環バイパス経路弁を開弁し、浄水排出経路弁26と脱窒中継槽−放散塔連結経路弁17と、を閉弁し、アンモニウム塩含有原水を循環させる第三の工程を含むものである。
<Debris removal method of denitrification equipment>
The deposit removal method of the denitrification apparatus according to the present embodiment includes the first step of discharging the treated water remaining in the purified water discharge path 23, the denitrification relay tank-dispersion tower connection path 20, and the diffusion tower 11, and the purified water. And a second step of leaving the stripping tower 11 filled with ammonium salt-containing raw water and leaving it after the second step, if necessary, after the second step. The denitrification circulation bypass route valve is opened, the purified water discharge route valve 26 and the denitrification relay tank-dispersion tower connection route valve 17 are closed, and the third step of circulating the ammonium salt-containing raw water is included. .

[第一の工程]
本実施形態に係る脱窒装置の付着物除去方法においては、まず、浄水排出経路23、脱窒中継槽−放散塔連結経路20、及び放散塔11に残留する処理水を排出する。また、この際、脱窒中継槽16に残留する処理水も、同時に排出すると良い。処理水の排出に際しては、浄水排出経路23、及び排水排出経路31に備えられる弁(図1の弁27、及び弁28)の開閉を行うことにより、放散塔11からの処理水が浄水排出経路23を経由して排水排出経路31に流入するように、流路を設定すると良い。これにより、浄水排出経路23、脱窒中継槽−放散塔連結経路20、及び放散塔11に残留する処理水が第二の排水貯留槽30に流入する。第二の排水貯留槽30は、図1に示されるように、第一の排水貯留槽12と連結している。このため、第二の排水貯留槽30に排出された処理水は、脱窒装置が運転を再開した際に、再度、脱窒装置によって処理される。
[First step]
In the deposit removal method of the denitrification apparatus according to the present embodiment, firstly, the treated water remaining in the purified water discharge path 23, the denitrification relay tank-dispersion tower connection path 20, and the diffusion tower 11 is discharged. At this time, the treated water remaining in the denitrification relay tank 16 may be discharged at the same time. When discharging the treated water, the purified water discharge path 23 and the valves (valves 27 and 28 in FIG. 1) provided in the drainage discharge path 31 are opened and closed, so that the treated water from the diffusion tower 11 is supplied to the purified water discharge path. The flow path may be set so as to flow into the drainage discharge path 31 via 23. Thereby, the treated water remaining in the purified water discharge path 23, the denitrification relay tank-divergence tower connection path 20, and the diffusion tower 11 flows into the second drainage storage tank 30. The 2nd waste water storage tank 30 is connected with the 1st waste water storage tank 12, as FIG. 1 shows. For this reason, the treated water discharged to the second drainage storage tank 30 is treated again by the denitrification device when the denitrification device resumes operation.

[第二の工程]
浄水排出経路23、脱窒中継槽−放散塔連結経路20、及び放散塔11に残留する処理水を排出した後は、浄水排出経路23、脱窒中継槽−放散塔連結経路20、及び放散塔11にアンモニウム塩含有原水を充填する。アンモニウム塩含有原水は、第一の排水貯留槽12に貯水されているものを用い、脱窒反応槽14、脱窒沈殿槽15、及び脱窒中継槽16に順次送水することにより充填すると良い。即ち、アンモニウム塩含有原水の充填は、通常、脱窒処理の際に用いられる送水系を用いて行うことができる。
[Second step]
After draining the treated water remaining in the purified water discharge path 23, the denitrification relay tank-dispersion tower connection path 20, and the diffusion tower 11, the purified water discharge path 23, the denitrification relay tank-dispersion tower connection path 20, and the diffusion tower 11 is filled with raw water containing ammonium salt. The ammonium salt-containing raw water is preferably stored in the first drainage storage tank 12 and filled by sequentially feeding water to the denitrification reaction tank 14, the denitrification precipitation tank 15, and the denitrification relay tank 16. That is, the filling of the ammonium salt-containing raw water can be usually performed using a water supply system used in the denitrification treatment.

浄水排出経路23、脱窒中継槽−放散塔連結経路20、及び放散塔11にアンモニウム塩含有原水を充填した後は、所定時間放置する。アンモニウム含有原水は酸性を示し、煙道で生成する酸性硫酸アンモニウムに由来する硫酸等の酸を含有するので、これらの酸と、硬度成分、及び金属イオンの水酸化物とが反応し、可溶性の塩を形成する。このため、スケール等、脱窒装置の内部に付着した付着物を溶解させることができる。アンモニウムイオン含有原水を充填後、放置する時間は、1時間以上10時間以下であることが好ましく、2時間以上5時間以下であることが更に好ましい。1時間以上放置することにより、スケール等の付着物を十分な量、溶解させることができる。放置する時間が10時間以下であるので、脱窒装置の停止によるプラントへの影響を最低限に抑えることができる。   After the purified water discharge path 23, the denitrification relay tank-divergence tower connection path 20, and the diffusion tower 11 are filled with the ammonium salt-containing raw water, it is left for a predetermined time. Since the ammonium-containing raw water is acidic and contains acids such as sulfuric acid derived from acidic ammonium sulfate produced in the flue, these acids react with hardness components and metal ion hydroxides to form soluble salts. Form. For this reason, the deposit | attachment adhering to the inside of a denitrification apparatus, such as a scale, can be dissolved. The time to leave after filling the ammonium ion-containing raw water is preferably 1 hour or more and 10 hours or less, more preferably 2 hours or more and 5 hours or less. By leaving it to stand for 1 hour or more, a sufficient amount of deposits such as scale can be dissolved. Since the leaving time is 10 hours or less, the influence on the plant due to the stoppage of the denitrification apparatus can be minimized.

[第三の工程]
本実施形態に係る脱窒装置の付着物除去方法においては、上記第二の工程の後に、必要に応じて、脱窒循環バイパス経路弁を開弁し、浄水排出経路弁26と脱窒中継槽−放散塔連結経路弁17と、を閉弁し、アンモニウム塩含有原水を循環させる第三の工程を含みうるものである。即ち、第三の工程においては、脱窒循環ポンプ18を用いて、脱窒中継槽−放散塔連結経路20、放散塔11、浄水排出経路23、及び脱窒循環バイパス経路29にアンモニウム塩含有原水を循環させるものである。アンモニウム塩含有原水を循環させることにより、脱窒装置内部に付着するスケール等の付着物を効率的に溶解させることができる。循環は1時間以上5時間以下行うことが好ましく、1時間以上3時間以下行うことが更に好ましい。1時間以上循環させることにより、アンモニウム塩含有原水にスケール等の付着物を十分に溶解させることができる。循環させる時間が5時間以下であるので、脱窒装置の停止によるプラントへの影響を最小限に抑えることができる。
[Third step]
In the deposit removal method for the denitrification apparatus according to the present embodiment, after the second step, if necessary, the denitrification circulation bypass path valve is opened, and the purified water discharge path valve 26 and the denitrification relay tank are opened. -It may include a third step of closing the stripping tower connection path valve 17 and circulating the ammonium salt-containing raw water. That is, in the third step, using the denitrification circulation pump 18, ammonium salt-containing raw water is added to the denitrification relay tank-dispersion tower connection path 20, the stripping tower 11, the purified water discharge path 23, and the denitrification circulation bypass path 29. Is to circulate. By circulating the ammonium salt-containing raw water, deposits such as scales attached to the inside of the denitrification apparatus can be efficiently dissolved. The circulation is preferably performed for 1 hour or more and 5 hours or less, more preferably 1 hour or more and 3 hours or less. By circulating for 1 hour or more, deposits such as scale can be sufficiently dissolved in the ammonium salt-containing raw water. Since the circulation time is 5 hours or less, the influence on the plant due to the stop of the denitrification apparatus can be minimized.

上記第二の工程と第三の工程は、繰り返し行うことが好ましい。これにより、スケール等の付着物を、アンモニウム塩含有原水により多く溶解させることができる。   The second step and the third step are preferably performed repeatedly. Thereby, many deposits, such as a scale, can be dissolved with ammonium salt containing raw water.

[薬品による脱窒装置の洗浄]
本実施形態に係る脱窒装置の付着物除去方法は、薬品による脱窒装置の洗浄と併せて行うことにより、より効果を得られるものである。即ち、脱窒装置による排水の処理量の推移に応じて、本発明の脱窒装置の付着物除去方法と、薬品による脱窒装置の洗浄とを選択して行うと良い。
[Cleaning of denitrification equipment with chemicals]
The deposit removal method of the denitrification apparatus according to the present embodiment is more effective when performed together with the cleaning of the denitrification apparatus with chemicals. That is, it is preferable to select and perform the deposit removal method of the denitrification apparatus of the present invention and the cleaning of the denitrification apparatus with chemicals according to the transition of the wastewater treatment amount by the denitrification apparatus.

薬品による脱窒装置の洗浄方法は、浄水排出経路23、脱窒中継槽−放散塔連結経路20、及び放散塔11に残留する処理水を排出して工業用水を充填する工程と、浄水排出経路23、脱窒中継槽−放散塔連結経路20、及び放散塔11に充填した工業用水に、酸を添加する工程と、脱窒循環バイパス経路弁を開弁し、浄水排出経路弁26と脱窒中継槽−放散塔連結経路弁17と、を閉弁し、酸が添加された工業用水を循環させる工程と、脱窒循環バイパス経路弁を閉弁し、浄水排出経路弁26と脱窒中継槽−放散塔連結経路弁17と、を開弁し、酸が添加された工業用水を排出する工程と、を含む。   The chemical denitrification apparatus cleaning method includes a process of discharging the treated water remaining in the purified water discharge path 23, the denitrification relay tank-divergence tower connection path 20, and the diffusion tower 11 and filling industrial water, and the purified water discharge path. 23, the step of adding an acid to the industrial water filled in the denitrification relay tank-divergence tower connection path 20 and the diffusion tower 11, the denitrification circulation bypass path valve is opened, the purified water discharge path valve 26 and the denitrification The relay tank-dispersion tower connection path valve 17 is closed, the process of circulating industrial water to which acid has been added, the denitrification circulation bypass path valve are closed, the purified water discharge path valve 26 and the denitrification relay tank -Opening the stripping tower connection path valve 17 and discharging the industrial water to which the acid has been added.

(酸)
薬品による脱窒装置の洗浄方法においては、工業用水に酸を添加することにより、付着物の主成分である、硬度成分や金属イオン等の水酸化物を溶解する。工業用水に添加する酸としては、弱酸が好ましく、弱酸である有機酸、無機酸を好適に用いることができる。具体的には、有機酸として、酢酸、クエン酸、及びシュウ酸が、無機酸として、硫酸、塩酸、及び硝酸が挙げられる。このような有機酸、無機酸のうち、上記付着物の成分である水酸化物と不溶性の塩を形成するものは好ましくなく、例えば、炭酸、脂肪酸等は本発明において、工業用水に添加する酸として利用することができない。これらのうち、有機酸を好ましく用いることができる。
(acid)
In the method for cleaning a denitrification apparatus using chemicals, by adding an acid to industrial water, a hydroxide such as a hardness component or a metal ion, which is a main component of the deposit, is dissolved. As the acid added to industrial water, weak acids are preferable, and organic acids and inorganic acids that are weak acids can be suitably used. Specifically, acetic acid, citric acid, and oxalic acid are examples of the organic acid, and sulfuric acid, hydrochloric acid, and nitric acid are examples of the inorganic acid. Of these organic acids and inorganic acids, those that form an insoluble salt with the hydroxide that is a component of the deposit are not preferred. For example, carbonic acid, fatty acid, and the like are acids added to industrial water in the present invention. Can not be used as. Of these, organic acids can be preferably used.

有機酸の中には、エチレンジアミン四酢酸に代表される多価カルボン酸等、キレート剤として作用しうるものが存在する。本実施形態において、脱窒装置の付着物除去方法に用いることができる弱酸としては、このような、キレート力を有する有機酸を用いることもできる。   Among organic acids, there are those that can act as chelating agents, such as polyvalent carboxylic acids typified by ethylenediaminetetraacetic acid. In this embodiment, as the weak acid that can be used in the deposit removal method of the denitrification apparatus, an organic acid having a chelating power can be used.

本実施形態に係る脱窒装置の付着物除去方法と、薬品による脱窒装置の洗浄方法を行う際の基準としては、例えば4t/hが定格容量の脱窒装置の処理量が、3.5t/h以下になった際には、脱窒装置の付着物除去方法を実施することが好ましく、脱窒装置の処理量が、2t/h以下になった際には、薬品による脱窒装置の洗浄方法を行うことが好ましい。   As a reference when performing the deposit removal method of the denitrification apparatus according to the present embodiment and the cleaning method of the denitrification apparatus using chemicals, for example, the processing amount of the denitrification apparatus with a rated capacity of 4 t / h is 3.5 t. It is preferable to carry out the deposit removal method of the denitrification device when the denitrification device becomes less than / h, and when the treatment amount of the denitrification device becomes 2 t / h or less, It is preferable to perform a cleaning method.

本実施形態に係る脱窒装置の付着物除去方法が実施される脱窒装置の概略を示す図面である。It is drawing which shows the outline of the denitrification apparatus by which the deposit removal method of the denitrification apparatus which concerns on this embodiment is implemented.

符号の説明Explanation of symbols

11 放散塔
12 第一の排水貯留槽
14 脱窒反応槽
15 脱窒沈殿槽
16 脱窒中継槽
17 脱窒中継槽−放散塔連結経路弁
18 脱窒循環ポンプ
19 予熱器
20 脱窒中継槽−放散塔連結経路
21 凝縮器
22 回収タンク
23 浄水排出経路
24 脱窒バイパス合流点
25 脱窒バイパス分岐点
26 浄水排出経路弁
27 弁
28 弁
29 脱窒循環バイパス経路
30 第二の排水貯留槽
31 排水排出経路
11 Desorption tower 12 First drainage storage tank 14 Denitrification reaction tank 15 Denitrification precipitation tank 16 Denitrification relay tank 17 Denitrification relay tank-Stripping tower connection path valve 18 Denitrification circulation pump 19 Preheater 20 Denitrification relay tank- Stripping tower connection path 21 Condenser 22 Recovery tank 23 Purified water discharge path 24 Denitrification bypass junction 25 Denitrification bypass branch point 26 Purified water discharge path valve 27 Valve 28 Valve 29 Denitrification circulation bypass path 30 Second drainage storage tank 31 Drainage Discharge route

Claims (4)

アンモニウム塩と強塩基とを反応させてアンモニアを生成するための脱窒中継槽と、
前記脱窒中継槽で生成されたアンモニアを処理水中から除去するための放散塔と、
アンモニアを除去した処理水を排出するための浄水排出経路と、
前記脱窒中継槽と前記放散塔とを連結する脱窒中継槽−放散塔連結経路と、
前記浄水排出経路と前記脱窒中継槽−放散塔連結経路とを短絡する脱窒循環バイパス経路と、
前記浄水排出経路において、前記浄水排出経路と前記脱窒循環バイパス経路とに分岐する脱窒バイパス分岐点と、
前記脱窒中継槽−放散塔連結経路において、前記脱窒中継槽−放散塔連結経路と前記脱窒循環バイパス経路とが合流する脱窒バイパス合流点と、
前記浄水排出経路において、前記脱窒バイパス分岐点以降に備えられる浄水排出経路弁と、
前記脱窒中継槽−放散塔連結経路において、前記脱窒バイパス合流点と前記脱窒中継槽との間に備えられる脱窒中継槽−放散塔連結経路弁と、
前記脱窒循環バイパス経路に備えられる脱窒循環バイパス経路弁と、を備え、アンモニウム塩を含有するアンモニウム塩含有原水からアンモニウム塩を除去するための脱窒装置において、
前記脱窒装置に付着した塩基性の付着物を除去するための脱窒装置の付着物除去方法であって、
前記浄水排出経路、前記脱窒中継槽−放散塔連結経路、及び前記放散塔に残留する処理水を排出する第一の工程と、
前記浄水排出経路、前記脱窒中継槽−放散塔連結経路、及び前記放散塔に酸性のアンモニウム塩含有原水を充填して放置する第二の工程と、を含む脱窒装置の付着物除去方法。
A denitrification relay tank for reacting an ammonium salt with a strong base to produce ammonia;
A stripping tower for removing ammonia generated in the denitrification relay tank from the treated water;
A purified water discharge route for discharging treated water from which ammonia has been removed,
A denitrification relay tank-divergence tower connection path connecting the denitrification relay tank and the stripping tower;
A denitrification circulation bypass path that short-circuits the purified water discharge path and the denitrification relay tank-dispersion tower connection path;
In the purified water discharge path, a denitrification bypass branch point that branches into the purified water discharge path and the denitrification circulation bypass path;
In the denitrification relay tank-stripping tower connection path, a denitrification bypass junction where the denitrification relay tank-stripping tower connection path and the denitrification circulation bypass path merge,
In the purified water discharge path, a purified water discharge path valve provided after the denitrification bypass branch point, and
In the denitrification relay tank-stripping tower connection path, a denitrification relay tank-stripping tower connection path valve provided between the denitrification bypass junction and the denitrification relay tank,
A denitrification circulation bypass path valve provided in the denitrification circulation bypass path, and a denitrification apparatus for removing ammonium salt from ammonium salt-containing raw water containing ammonium salt,
A denitrification apparatus deposit removal method for removing basic deposits attached to the denitrification apparatus,
A first step of discharging the purified water discharge path, the denitrification relay tank-divergence tower connection path, and the treated water remaining in the diffusion tower;
A denitrification apparatus deposit removal method comprising: the purified water discharge path, the denitrification relay tank-divergence tower connection path, and a second step in which the stripping tower is filled with acidic ammonium salt-containing raw water and allowed to stand.
前記第二の工程において、1時間以上10時間以下放置する、請求項1に記載の脱窒装置の付着物除去方法。   The deposit removal method for a denitrification apparatus according to claim 1, wherein the second step is allowed to stand for 1 hour to 10 hours. 前記第二の工程の後に、前記脱窒循環バイパス経路弁を開弁し、前記浄水排出経路弁と前記脱窒中継槽−放散塔連結経路弁と、を閉弁し、前記アンモニウム塩含有原水を1時間以上5時間以下循環させる第三の工程を行う、請求項1又は2に記載の脱窒装置の付着物除去方法。   After the second step, the denitrification circulation bypass path valve is opened, the purified water discharge path valve and the denitrification relay tank-dispersion tower connection path valve are closed, and the ammonium salt-containing raw water is removed. The deposit removal method for a denitrification apparatus according to claim 1 or 2, wherein a third step of circulating for 1 hour to 5 hours is performed. 前記第二の工程と、前記第三の工程とを繰り返し行う、請求項3に記載の脱窒装置の付着物除去方法。   The deposit removal method for a denitrification apparatus according to claim 3, wherein the second step and the third step are repeated.
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