JP2004267892A - Wastewater treatment equipment - Google Patents

Wastewater treatment equipment Download PDF

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Publication number
JP2004267892A
JP2004267892A JP2003061137A JP2003061137A JP2004267892A JP 2004267892 A JP2004267892 A JP 2004267892A JP 2003061137 A JP2003061137 A JP 2003061137A JP 2003061137 A JP2003061137 A JP 2003061137A JP 2004267892 A JP2004267892 A JP 2004267892A
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JP
Japan
Prior art keywords
hollow fiber
fiber membrane
impurities
wastewater
chemical
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.)
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JP2003061137A
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Japanese (ja)
Inventor
Shinichi Terada
慎一 寺田
Hisashi Tomura
寿 戸村
Yoshiaki Shioda
好明 塩田
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.)
Toshiba Corp
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Toshiba Corp
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Priority to JP2003061137A priority Critical patent/JP2004267892A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To certainly wash a hollow fiber membrane to always stably perform wastewater cleaning treatment. <P>SOLUTION: The subject wastewater treatment equipment is equipped with a hollow fiber membrane filter device 5 for filtering impurities when wastewater passes through the hollow fiber membrane, a clean air generator 8 constituted so that compressed air is fed under pressure from the inside of the hollow fiber membrane to peel impurities bonded to the surface of the hollow fiber membrane and further fed to the surface of the hollow fiber membrane under pressure and ejected to allow peeled impurities to fall to wash the hollow fiber membrane, and chemical equipment 9 for treating impurities with a chemical liquid of an acid, alkali, or the like, when impurities are still bonded to the surface of the hollow fiber membrane washed by the clean air generator 8 to remove the same. By this constitution, the washing of the hollow fiber membrane is certainly performed to always stably perform wastewater cleaning treatment. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、石炭火力発電所の貯炭場からの排水や運炭設備系統からの原水を浄化処理する排水処理設備に関する。
【0002】
【従来の技術】
一般に石炭火力発電所においては、貯炭場からの自然発火を防止するために散水が行われ、その排水や雨水は一旦排水貯槽に貯水した後に砂濾過装置で濾過して外部に放流するようにしている。なお、この排水貯槽には、運炭設備系統からの原水も流入して貯水される。
【0003】
このように、排水貯槽に貯水した後に砂濾過装置で濾過して外部に放流するのは、貯炭場からの排水や運炭設備系統からの原水には不溶解性不純物である高濃度の微粉炭等が不純物が混入しており、これをそのまま河川等に放流することができないためである。
【0004】
ところで、砂濾過装置で処理された後の処理水を全て河川等に放流する構成であると、貯炭場での散水や運炭設備系統で用いる水は、新たな工業用水や河川水等を用いなければならず不経済である。
【0005】
そこで、砂濾過装置に変え中空糸膜による濾過装置を導入し、当該中空糸膜濾過装置で濾過された排水を貯炭場での散水や運炭設備系統で用いる水として供給できるようにした構成が提案されている(特許文献1,2参照)。
【0006】
図2は、このような中空糸膜濾過装置を備えた排水処理設備の概略構成図を示している。当該排水処理設備においては、貯炭場11からの雨水や散水、運炭設備系統12からの排水である原水は、排水貯槽13に一旦貯水された後、ポンプ14により中空糸膜濾過装置15に圧送されて、不純物の除去処理が行われる。
【0007】
そして、不純物除去処理が行われた排水は、一部が貯炭場11に散水用の水として供給され、また一部が運炭設備系統12で用いる水として供給されて、残りが河川等に排水されて、水の有効利用が図られている。
【0008】
なお、中空糸膜濾過装置15で濾過する水に含まれる不溶解性不純物として石炭微粉、カオリン成分の珪藻土、その他有機物などが複雑に含有されているため、これらが中空糸膜に付着して当該中空糸膜の内外差圧が急上昇することがしばしば繰り返される。
【0009】
中空糸膜の内外差圧が急上昇は、中空糸膜の濾過能力低下を意味するので、中空糸膜の内側から空気を流して洗浄する空気逆洗洗浄が行われる。
【0010】
【特許文献1】
特開2001−276581号公報
【特許文献1】
特開2001−145822号公報
【0011】
【発明が解決しようとする課題】
しかしながら、上記空気逆洗洗浄では、中空糸膜に付着した不純物が十分に洗浄できない場合があり、中空糸膜の寿命劣化を起したりすることが懸念される問題があった。
【0012】
そこで、本発明は、かかる中空糸膜の洗浄が確実に行えるようにして、常に安定した排水浄化処理が行えるようにした排水処理設備を提供することを目的とする。
【0013】
【課題を解決するための手段】
上記課題を解決するため、請求項1にかかる発明は、貯炭場やその運炭設備系統等からの排水を浄化する排水処理設備において、中空糸膜により形成されて、排水が当該中空糸膜を通過する際に不純物を濾過する中空糸膜濾過装置と、中空糸膜の内側から圧縮空気を圧送して、当該中空糸膜の表面に付着した不純物を剥離させると共に、当該剥離した不純物に圧縮空気を噴射して落下させて洗浄する洗浄空気発生装置と、該洗浄空気発生装置により洗浄した中空糸膜の表面に依然として不純物が付着している際には、当該不純物を薬液処理して除去する薬品設備とを備えて、かかる中空糸膜の洗浄が確実に行えるようにすることで、常に安定した排水浄化処理が行えるようにしたことを特徴とする。
【0014】
請求項2にかかる発明は、中空糸膜濾過装置が、中空糸膜により形成された複数の濾過器により形成されると共に、各濾過器が独立して運転できるように設けられていることを特徴とする。
【0015】
請求項3にかかる発明は、濾過器における中空糸膜を通過する排水の最大通過速度が0.1メ−トル/時間であることを特徴とする。
【0016】
請求項4にかかる発明は、中空糸膜がセラミック、濾布、燒結金属、カ−トリッジフィルタの何れか1により形成されていることを特徴とする。
【0017】
請求項5にかかる発明は、薬品設備が、塩酸、硫酸、蓚酸等の酸、カセイソ−ダ等のアルカリを備えて、不純物を薬液処理することを特徴とする。
【0018】
請求項6にかかる発明は、薬品設備が、過酸化水素等の還元剤を備えて、不純物を薬液処理することを特徴とする。
【0019】
【発明の実施の形態】
本発明の実施の形態を図を参照して説明する。図1は本発明にかかる排水処理装置の概略構成を示す図である。
【0020】
当該排水処理装置は、石炭を貯水する貯炭場1からの散水や雨水を貯水すると共に、運炭設備系統2からの排水を貯水する排水貯槽3、該排水貯槽3に貯水された排水が供給されて、当該排水を浄化処理する中空糸膜濾過装置5、該中空糸膜濾過装置5の中空糸膜に付着した不純物を洗浄する際に空気を送る洗浄空気発生装置8、中空糸膜に付着した不純物が洗浄空気発生装置8からの空気により十分に洗浄されなかった場合に、薬品処理して洗浄する薬品設備9、最終的に浄化処理が行われた水のPHを調整して放流又は貯炭場1や運炭設備系統2に供給可能な水とするPH処理槽6等を備えている。
【0021】
なお、中空糸膜濾過装置5は、同じ構成の濾過器を複数有している。図1においては2つの濾過器5a,5bを例示しているが、より多くの個数を設けても良い。以下、このような各濾過器を総称して濾過器5と適宜記載する。
【0022】
このような濾過器5は、中空糸膜フィルターモジュールを緻密に配列して構成されて、砂濾過装置に比較して微細な不純物を捕獲することができるようになっており、中空糸膜フィルターモジュールとしては排水の性状(含まれる不純物の種類等による水質)に応じてセラミック、濾布、燒結金属、カ−トリツジ等を選択して用いることが可能になっている。
【0023】
無論、後述するように洗浄に際して薬品処理することから、その際の薬品により腐食等が生じないものを選択して利用することは言うまでもない。
【0024】
洗浄空気発生装置8は、濾過器5の1次側(濾過水が供給される側)に接続された1次側配管8a、2次側(濾過水が排出される側)に接続された2次側配管8bとを介して、発生した圧縮空気を当該濾過器5に供給する。
【0025】
そして、圧縮空気を2次側配管8bから中空糸膜の内側に送ることにより当該中空糸膜の内側から外側に向けて水を流動させて中空糸膜の表面に付着した不純物を剥離させる。
【0026】
また、圧縮空気を1次側配管8aから中空糸膜の表面に送り噴射させることにより、当該中空糸膜を振動させて、剥離した不純物を落下させて濾過残差さとして廃棄可能にする。
【0027】
薬品設備9は、塩酸、硫酸、蓚酸等の酸、カセイソ−ダ等のアルカリ、過酸化水素等の還元剤が備えられて、中空糸膜に付着している不純物を溶解させて洗浄し、また当該不純物を還元して洗浄する。
【0028】
このような構成で、貯炭場1からの雨水、散水の排水や運炭設備系統2からの排水は、排水貯槽3に導かれて当該排水貯槽3に一旦貯水され、給水ポンプ4により中空糸膜濾過装置5に圧送される。
【0029】
中空糸膜濾過装置5で浄化された水は、PH処理槽6でPH処理され一部が貯炭場1に散水用の水として供給され、また一部が運転設備系統2で用いる水として供給されて、残りが河川等に排水されて、水の有効利用が図られている。
【0030】
なお、中空糸膜濾過装置5で微細な不純物を捕獲し続けると中空糸膜表面に不純物が付着して目詰りを起し、中空糸膜内外の差圧が規定値に達する場合がある。このような場合には、洗浄空気発生装置8を用いて洗浄を行い浄化処理能力の回復を図る。
【0031】
しかし、不純物の付着状況等により、洗浄空気発生装置8による洗浄では十分に浄化処理能力が回復しない場合がある。このような場合には、薬品設備9により洗浄を行う。
【0032】
薬品設備9による洗浄は、備えている酸薬品を規定濃度の溶液にして濾過器5に供給し、所定時間保持する。これにより酸溶液が不純物を溶解して洗浄が行われる。
【0033】
酸薬品による溶解洗浄が終了すると、当該酸溶液を排水して水洗浄を行い、次に備えているアルカリ薬品を規定濃度の溶液にして濾過器5に供給し、温度管理のもと規定時間保持する。これによりアルカリ溶液が不純物を溶解して洗浄が行われる。
【0034】
その後、アルカリ溶液を排水して水洗浄を行って薬品洗浄が完了する。
【0035】
このようにして、酸及びアルカリ薬品で洗浄を行うが、それでも十分に不純物が洗浄除去されず中空糸膜の内外差圧が回復しない場合には、過酸化水素等による還元剤薬品による還元洗浄を追加して行う。
【0036】
これにより、中空糸膜は略初期状態まで回復させることが可能になり、使用を継続することができるようになる。
【0037】
なお、空気洗浄や薬品洗浄の最中は、その濾過器5は浄化処理に使用できなくなるので、例えば全ての濾過器5に排水を供給して浄化処理を行いながら浄化処理能力が低下すると、1台づつ順に洗浄を行うようにしても良く、また1部の濾過器5に排水を供給して浄化処理を行い、この濾過器5の浄化処理能力が低下すると当該濾過器5の洗浄を開始し、その間は他の濾過器5で浄化処理を行うようにしてもよい。
【0038】
これらの使い分けは、中空糸膜濾過装置5が複数の濾過器5により形成されていることにより可能になるものである。
【0039】
また、このように複数の濾過器5を有することから、各濾過器5での処理負荷が軽減できるようになり、水が中空糸膜を通過する際の通過速度が遅くでき、当該中空糸膜に与える力が小さくできて内外差圧がゆっくりと上昇するので規定管理差圧に達するまので時間が長くなって多くの排水の処理が可能となる。
【0040】
その際でも、中空糸膜の最大通過速度を0.1m/hにすることが好ましい。
【0041】
以上により、貯炭場に降った雨水や散水の排水中の不純物を適正に除去できるので、貯炭場に降った雨水や散水の排水を、貯炭場への散水用水や所内用水として用いることができるようになると共に環境への負荷も低減、中空糸膜の長寿命化が図られてランニングコストの低減に大きく寄与できるようになる。
【0042】
【発明の効果】
以上説明したように、本発明によれば、中空糸膜により形成されて、排水が当該中空糸膜を通過する際に不純物を濾過する中空糸膜濾過装置と、中空糸膜の内側から圧縮空気を圧送して、当該中空糸膜の表面に付着した不純物を剥離させると共に、当該剥離した不純物に圧縮空気を噴射して落下させて洗浄する洗浄空気発生装置と、該洗浄空気発生装置により洗浄した中空糸膜の表面に依然として不純物が付着している際には、当該不純物を薬液処理して除去する薬品設備とを設けたので、中空糸膜の洗浄が確実に行えるようにすることで、常に安定した排水浄化処理が行えるようになる。
【図面の簡単な説明】
【図1】本発明の実施の形態に適用される排水処理装置の構成図である。
【図2】従来の技術の説明に適用される排水処理装置の構成図である。
【符号の説明】
1 貯炭場
2 運転設備系統
2 運炭設備系統
3 排水貯槽
4 給水ポンプ
5 中空糸膜濾過装置
5a,5b 濾過器
8 洗浄空気発生装置
9 薬品設備
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a wastewater treatment facility for purifying wastewater from a coal storage yard of a coal-fired power plant and raw water from a coal transportation facility system.
[0002]
[Prior art]
In general, in coal-fired power plants, water is sprayed to prevent spontaneous ignition from the coal storage yard, and the drainage and rainwater are once stored in a drainage storage tank, then filtered by a sand filtration device and discharged to the outside. I have. Raw water from the coal transportation system flows into this drainage storage tank and is stored.
[0003]
In this way, after the water is stored in the drainage storage tank, it is filtered by the sand filtration device and discharged to the outside because the high-concentration pulverized coal, which is an insoluble impurity in the wastewater from the coal storage plant and the raw water from the coal transportation system, This is because impurities cannot be discharged to rivers or the like as they are.
[0004]
By the way, if all of the treated water after being treated by the sand filtration device is discharged to rivers, etc., the water used for sprinkling water at the coal storage yard and the coal transportation equipment system will use new industrial water or river water. It is uneconomical.
[0005]
Therefore, a configuration in which a filtration device using a hollow fiber membrane is introduced instead of a sand filtration device so that the wastewater filtered by the hollow fiber membrane filtration device can be supplied as water used for watering in a coal storage plant or a coal transportation system. It has been proposed (see Patent Documents 1 and 2).
[0006]
FIG. 2 is a schematic configuration diagram of a wastewater treatment facility provided with such a hollow fiber membrane filtration device. In the wastewater treatment facility, rainwater and sprinkling water from the coal storage facility 11 and raw water as wastewater from the coal transportation facility system 12 are temporarily stored in a wastewater storage tank 13 and then pumped to a hollow fiber membrane filtration device 15 by a pump 14. Then, an impurity removal process is performed.
[0007]
Then, part of the wastewater subjected to the impurity removal treatment is supplied to the coal storage plant 11 as water for sprinkling, part of the wastewater is supplied as water used in the coal transport facility system 12, and the rest is discharged to rivers and the like. The water has been effectively used.
[0008]
In addition, since coal fine powder, diatomaceous earth of a kaolin component, and other organic substances are intricately contained as insoluble impurities contained in water filtered by the hollow fiber membrane filtration device 15, these adhere to the hollow fiber membrane and The pressure difference between the inside and outside of the hollow fiber membrane rapidly rises frequently.
[0009]
A sudden rise in the differential pressure between the inside and outside of the hollow fiber membrane means a decrease in the filtration capacity of the hollow fiber membrane. Therefore, air backwashing is performed by flowing air from the inside of the hollow fiber membrane for washing.
[0010]
[Patent Document 1]
JP 2001-276581 A [Patent Document 1]
JP 2001-145822 A
[Problems to be solved by the invention]
However, in the air backwashing, there is a case where impurities adhering to the hollow fiber membrane cannot be sufficiently washed, and there is a problem that the life of the hollow fiber membrane may be deteriorated.
[0012]
Therefore, an object of the present invention is to provide a wastewater treatment facility capable of always performing a stable wastewater purification treatment by reliably performing the cleaning of the hollow fiber membrane.
[0013]
[Means for Solving the Problems]
In order to solve the above problem, the invention according to claim 1 is a wastewater treatment facility for purifying wastewater from a coal storage yard or a coal transportation facility system, etc., wherein the wastewater is formed by a hollow fiber membrane, and the wastewater flows through the hollow fiber membrane. A hollow fiber membrane filtration device that filters impurities when passing therethrough, and pressurized air from the inside of the hollow fiber membrane to separate impurities adhering to the surface of the hollow fiber membrane and compress air to the separated impurities. A cleaning air generator for spraying and dropping water, and a chemical for removing impurities by a chemical solution treatment when impurities are still attached to the surface of the hollow fiber membrane cleaned by the cleaning air generator. It is characterized in that a stable wastewater purification treatment can always be performed by providing equipment and making sure that the hollow fiber membrane can be washed.
[0014]
The invention according to claim 2 is characterized in that the hollow fiber membrane filtration device is formed by a plurality of filters formed by hollow fiber membranes, and is provided so that each filter can operate independently. And
[0015]
The invention according to claim 3 is characterized in that the maximum flow rate of the drainage passing through the hollow fiber membrane in the filter is 0.1 meter / hour.
[0016]
The invention according to claim 4 is characterized in that the hollow fiber membrane is formed of any one of ceramic, filter cloth, sintered metal and cartridge filter.
[0017]
The invention according to claim 5 is characterized in that the chemical equipment is provided with an acid such as hydrochloric acid, sulfuric acid and oxalic acid, and an alkali such as potassium isoda and the like, and performs chemical treatment of impurities.
[0018]
The invention according to claim 6 is characterized in that the chemical equipment is provided with a reducing agent such as hydrogen peroxide and performs chemical treatment of impurities.
[0019]
BEST MODE FOR CARRYING OUT THE INVENTION
An embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a diagram showing a schematic configuration of a wastewater treatment apparatus according to the present invention.
[0020]
The wastewater treatment device stores water sprinkling and rainwater from a coal storage yard 1 for storing coal, and a drainage storage tank 3 for storing wastewater from a coal transportation system 2, and the wastewater stored in the wastewater storage tank 3 is supplied. The hollow fiber membrane filtration device 5 that purifies the wastewater, the cleaning air generator 8 that sends air when cleaning impurities attached to the hollow fiber membrane of the hollow fiber membrane filtration device 5, When impurities are not sufficiently washed by the air from the washing air generator 8, a chemical facility 9 for performing chemical treatment and washing, and finally adjusting the pH of the purified water to be discharged or discharged to a coal storage plant. 1 and a PH treatment tank 6 for supplying water to the coal transportation system 2.
[0021]
The hollow fiber membrane filtration device 5 has a plurality of filters having the same configuration. Although two filters 5a and 5b are illustrated in FIG. 1, more filters may be provided. Hereinafter, such filters are collectively referred to as a filter 5 as appropriate.
[0022]
Such a filter 5 is configured by densely arranging hollow fiber membrane filter modules, and is capable of capturing fine impurities as compared with a sand filtration device. It is possible to select and use ceramic, filter cloth, sintered metal, cartridge and the like according to the properties of the waste water (water quality depending on the type of impurities contained).
[0023]
Needless to say, since chemical treatment is performed at the time of cleaning as described later, a substance which does not cause corrosion or the like due to the chemical at that time is selected and used.
[0024]
The cleaning air generator 8 includes a primary pipe 8a connected to a primary side (a side to which filtered water is supplied) of the filter 5 and a secondary pipe 8a connected to a secondary side (a side from which filtered water is discharged). The generated compressed air is supplied to the filter 5 via the secondary pipe 8b.
[0025]
Then, by sending compressed air from the secondary pipe 8b to the inside of the hollow fiber membrane, water is caused to flow from the inside to the outside of the hollow fiber membrane to remove impurities adhering to the surface of the hollow fiber membrane.
[0026]
Further, by sending compressed air from the primary pipe 8a to the surface of the hollow fiber membrane and injecting the compressed air, the hollow fiber membrane is vibrated so that the separated impurities fall and can be discarded as filtration residue.
[0027]
The chemical equipment 9 is provided with an acid such as hydrochloric acid, sulfuric acid and oxalic acid, an alkali such as potassium isoda, a reducing agent such as hydrogen peroxide, etc. to dissolve and wash impurities adhering to the hollow fiber membrane, and The impurities are reduced and washed.
[0028]
In such a configuration, rainwater and sprinkling drainage from the coal storage plant 1 and drainage from the coal transportation system 2 are guided to the drainage storage tank 3 and temporarily stored in the drainage storage tank 3. The pressure is sent to the filtration device 5.
[0029]
The water purified by the hollow fiber membrane filtration device 5 is subjected to PH treatment in the PH treatment tank 6, and part of the water is supplied to the coal storage plant 1 as water for sprinkling, and part of the water is supplied as water used in the operation facility system 2. The rest is drained to rivers, etc., and the water is effectively used.
[0030]
If the fine impurities are continuously captured by the hollow fiber membrane filtration device 5, the impurities may adhere to the surface of the hollow fiber membrane to cause clogging, and the pressure difference between the inside and outside of the hollow fiber membrane may reach a specified value. In such a case, the cleaning is performed using the cleaning air generator 8 to recover the purification processing ability.
[0031]
However, depending on the state of adhesion of impurities and the like, there is a case where the cleaning processing ability is not sufficiently restored by cleaning with the cleaning air generator 8. In such a case, cleaning is performed by the chemical facility 9.
[0032]
In the cleaning by the chemical equipment 9, the acid chemicals provided are converted into a solution having a specified concentration, supplied to the filter 5, and held for a predetermined time. As a result, the acid solution dissolves impurities and the cleaning is performed.
[0033]
When the dissolution washing with the acid chemical is completed, the acid solution is drained and washed with water, and then the alkali chemical provided is converted into a solution having a specified concentration and supplied to the filter 5 and maintained for a specified time under temperature control. I do. As a result, the alkaline solution dissolves impurities, and cleaning is performed.
[0034]
After that, the alkaline solution is drained, and water cleaning is performed to complete chemical cleaning.
[0035]
In this manner, washing is performed with an acid and an alkali chemical. However, if impurities are not sufficiently washed and removed and the pressure difference between the inside and outside of the hollow fiber membrane is not recovered, reduction washing with a reducing agent such as hydrogen peroxide is performed. Add and do.
[0036]
Thereby, the hollow fiber membrane can be recovered to a substantially initial state, and can be used continuously.
[0037]
During the air cleaning or the chemical cleaning, the filter 5 cannot be used for the purification treatment. For example, if the purification treatment ability is reduced while supplying the wastewater to all the filters 5 to perform the purification treatment, the filter 1 is not cleaned. Washing may be performed one by one in order, or drainage may be supplied to a part of the filter 5 to perform a purification process. When the purification processing capability of the filter 5 decreases, the filter 5 is started to be cleaned. In the meantime, the purification process may be performed by another filter 5.
[0038]
These can be properly used because the hollow fiber membrane filtration device 5 is formed by a plurality of filters 5.
[0039]
In addition, since a plurality of filters 5 are provided in this manner, the processing load on each filter 5 can be reduced, and the passage speed of water when passing through the hollow fiber membrane can be reduced. And the differential pressure between the inside and outside slowly rises, so that it takes a long time to reach the prescribed control differential pressure, and a large amount of wastewater can be treated.
[0040]
Even in that case, it is preferable to set the maximum passage speed of the hollow fiber membrane to 0.1 m / h.
[0041]
As described above, it is possible to appropriately remove impurities in rainwater and sprinkled water drained from the coal storage yard, so that the rainwater and sprinkled water discharged from the coal storage yard can be used as water for sprinkling the coal storage yard and water for the site. As a result, the load on the environment is reduced, and the life of the hollow fiber membrane is extended, so that the running cost can be greatly reduced.
[0042]
【The invention's effect】
As described above, according to the present invention, a hollow fiber membrane filtration device formed of a hollow fiber membrane to filter impurities when wastewater passes through the hollow fiber membrane, and compressed air from the inside of the hollow fiber membrane To remove impurities adhering to the surface of the hollow fiber membrane, and spraying compressed air onto the separated impurities to drop and clean the impurities. When impurities are still attached to the surface of the hollow fiber membrane, a chemical facility for removing the impurities by treatment with a chemical solution is provided, so that the hollow fiber membrane can be reliably washed, Stable wastewater purification treatment can be performed.
[Brief description of the drawings]
FIG. 1 is a configuration diagram of a wastewater treatment apparatus applied to an embodiment of the present invention.
FIG. 2 is a configuration diagram of a wastewater treatment apparatus applied to a description of a conventional technique.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Coal storage plant 2 Operating equipment system 2 Coal transportation equipment system 3 Drainage storage tank 4 Water supply pump 5 Hollow fiber membrane filtration equipment 5a, 5b Filtration equipment 8 Cleaning air generation equipment 9 Chemical equipment

Claims (6)

貯炭場やその運炭設備系統等からの排水を浄化する排水処理設備において、
中空糸膜により形成されて、前記排水が当該中空糸膜を通過する際に不純物を濾過する中空糸膜濾過装置と、
前記中空糸膜の内側から圧縮空気を圧送して、当該中空糸膜の表面に付着した前記不純物を剥離させると共に、当該剥離した不純物に圧縮空気を噴射して落下させて洗浄する洗浄空気発生装置と、
該洗浄空気発生装置により洗浄した前記中空糸膜の表面の不純物を薬液処理して除去する薬品設備とを備えることを特徴とする排水処理設備。
In wastewater treatment facilities that purify wastewater from coal storage yards and its coal transportation equipment systems,
A hollow fiber membrane filtration device formed of a hollow fiber membrane, which filters impurities when the wastewater passes through the hollow fiber membrane,
A cleaning air generator that pressurizes compressed air from the inside of the hollow fiber membrane to peel off the impurities attached to the surface of the hollow fiber membrane, and also jets compressed air to the separated impurities to drop and clean the air. When,
A wastewater treatment facility comprising: a chemical facility for removing impurities on the surface of the hollow fiber membrane that has been washed by the washing air generator by performing a chemical treatment.
前記中空糸膜濾過装置が、中空糸膜により形成された複数の濾過器により形成されると共に、各濾過器が独立して運転できるように設けられていることを特徴とする請求項1記載の排水処理設備。The hollow fiber membrane filtration device is formed by a plurality of filters formed by hollow fiber membranes, and is provided so that each filter can operate independently. Wastewater treatment facility. 前記濾過器における前記中空糸膜を通過する排水の最大通過速度が0.1メ−トル/時間であることを特徴とする請求項1又は2記載の排水処理設備。The wastewater treatment equipment according to claim 1 or 2, wherein a maximum passage speed of the wastewater passing through the hollow fiber membrane in the filter is 0.1 meter / hour. 前記中空糸膜がセラミック、濾布、燒結金属、カ−トリッジフィルタの何れか1により形成されていることを特徴とする請求項1乃至3いずれか1項記載の排水処理設備。The wastewater treatment facility according to any one of claims 1 to 3, wherein the hollow fiber membrane is formed of any one of a ceramic, a filter cloth, a sintered metal, and a cartridge filter. 前記薬品設備が、塩酸、硫酸、蓚酸等の酸、カセイソ−ダ等のアルカリを備えて、前記不純物を薬液処理することを特徴とする請求項1乃至4いずれか1項記載の排水処理設備。The wastewater treatment equipment according to any one of claims 1 to 4, wherein the chemical equipment is provided with an acid such as hydrochloric acid, sulfuric acid, and oxalic acid, and an alkali such as caseide so as to treat the impurities with a chemical solution. 前記薬品設備が、過酸化水素等の還元剤を備えて、前記不純物を薬液処理することを特徴とする請求項1乃至5いずれか1項記載の排水処理設備。The wastewater treatment equipment according to any one of claims 1 to 5, wherein the chemical equipment includes a reducing agent such as hydrogen peroxide, and performs a chemical treatment on the impurities.
JP2003061137A 2003-03-07 2003-03-07 Wastewater treatment equipment Withdrawn JP2004267892A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019097767A1 (en) * 2017-11-20 2019-05-23 Ihi運搬機械株式会社 Method and device for water treatment
JP2019130450A (en) * 2018-01-30 2019-08-08 Ihi運搬機械株式会社 Coal wastewater treatment method and apparatus

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019097767A1 (en) * 2017-11-20 2019-05-23 Ihi運搬機械株式会社 Method and device for water treatment
JP2019130450A (en) * 2018-01-30 2019-08-08 Ihi運搬機械株式会社 Coal wastewater treatment method and apparatus
WO2019150604A1 (en) * 2018-01-30 2019-08-08 Ihi運搬機械株式会社 Method and apparatus for treating coal wastewater

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