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JPS598439B2 - How to treat organic wastewater - Google Patents
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JPS598439B2 - How to treat organic wastewater - Google Patents

How to treat organic wastewater

Info

Publication number
JPS598439B2
JPS598439B2 JP51143757A JP14375776A JPS598439B2 JP S598439 B2 JPS598439 B2 JP S598439B2 JP 51143757 A JP51143757 A JP 51143757A JP 14375776 A JP14375776 A JP 14375776A JP S598439 B2 JPS598439 B2 JP S598439B2
Authority
JP
Japan
Prior art keywords
water
granular solid
organic wastewater
wastewater
added
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.)
Expired
Application number
JP51143757A
Other languages
Japanese (ja)
Other versions
JPS5367960A (en
Inventor
克之 片岡
和夫 嶋田
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.)
Ebara Corp
Original Assignee
Ebara Infilco Co 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 Ebara Infilco Co Ltd filed Critical Ebara Infilco Co Ltd
Priority to JP51143757A priority Critical patent/JPS598439B2/en
Publication of JPS5367960A publication Critical patent/JPS5367960A/en
Publication of JPS598439B2 publication Critical patent/JPS598439B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は、し尿、と場廃水、食品加工廃水等の高濃度に
有機物を含む廃水の生物処理水中のリン酸を除去する方
法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for removing phosphoric acid from biologically treated water of wastewater containing a high concentration of organic matter, such as human waste, slaughterhouse wastewater, and food processing wastewater.

従来、例えばし尿処理プロセスでは、生し尿を消化槽で
嫌気性消化し、その消化脱離液を河川水などで10〜2
0倍程度に希釈し、活性汚泥法等の好気性微生物処理す
るものであるが、かかるプロセスによると、BOD成分
は効果的に除去されるのに対し、窒素、リンはほとんど
除去されないことがよく知られている。
Conventionally, for example, in the human waste treatment process, human waste is anaerobically digested in a digestion tank, and the digested liquid is mixed with river water for 10 to 2 hours.
It is diluted to about 0 times and treated with aerobic microorganisms such as activated sludge method, but while BOD components are effectively removed by this process, nitrogen and phosphorus are often hardly removed. Are known.

また、と場廃水、食品廃水等の生物処理水中にも窒素、
リンが除去されずに残留している。
Nitrogen is also present in biologically treated water such as abattoir wastewater and food wastewater.
Phosphorus remains without being removed.

このだめ、これら生物処理水の放流水域の窒素、リンの
過多による富栄養化現象、魚介類への悪影響が大きな問
題となっている。
As a result, eutrophication due to excess nitrogen and phosphorus in the water areas into which these biologically treated water are discharged, and negative effects on fish and shellfish, have become major problems.

従来、液中のリンを除去する方法としては、硫酸アルミ
ニウム、鉄塩、消石灰による凝集沈殿法が知られている
が、硫酸アルミニウム、鉄塩による凝集沈殿法では、非
常に脱水困難なスラツジが大量に発生するという欠点が
ある。
Conventionally, the coagulation precipitation method using aluminum sulfate, iron salts, and slaked lime has been known as a method for removing phosphorus from liquids, but the coagulation precipitation method using aluminum sulfate and iron salts produces a large amount of sludge, which is extremely difficult to dewater. The disadvantage is that it occurs in

また、消石灰による凝集沈殿法は、リンを効果的に除去
するためにpHを11.0以上にしなければならないが
、例えばし尿の生物処理水のMアルカリ度は500〜1
0 0 0 ppmと高く、極めて緩衝性が強いため
、pHを11.0以上にするためには消石灰を数千pp
mも添加しなければならず、その結果薬品代、スラツジ
発生量が膨大になるという欠点をもっており、さらに放
流するだめに処理水(放流水)の田を下げる必要があり
、再中和しなければならないという欠点もある。
In addition, in the coagulation-sedimentation method using slaked lime, the pH must be set to 11.0 or higher in order to effectively remove phosphorus, but for example, the M alkalinity of biologically treated human waste water is 500 to 1.
It has a high pH of 0 0 0 ppm and has extremely strong buffering properties, so in order to raise the pH to 11.0 or higher, several thousand ppm of slaked lime is required.
This has the disadvantage of increasing chemical costs and the amount of sludge produced.Furthermore, the treated water (effluent water) must be lowered in the field before it can be discharged, and it must be re-neutralized. It also has the disadvantage of not having to be used.

本発明は、上記リンを除去する従来法の欠点を解消し、
発生スラツジ量も少なく、かつスラツジの脱水処理をも
容易ならしめることを目的とするものである。
The present invention eliminates the drawbacks of the conventional method for removing phosphorus,
The purpose is to reduce the amount of sludge generated and to facilitate dewatering of the sludge.

本発明は、高濃度に有機物を含む廃水の生物処理水に、
マグネシウムの塩、水酸化物もしくは酸化物等の水溶液
中でマグネシウムイオンを解離する化合物を添加し、か
つpHを75以上に調整したのち、粒状固形物充填層内
に通水することによって原水中のリン酸を除去すること
を特徴とするもので、前記粒状固形物充填層を形成する
粒状固形物としては、砂、アンスラサイト、ガーネット
等の各種鉱物、プラスチック粒子など、任意のものを選
択使用できるが、特にマグネシウムを含む鉱物、例えば
、 蛇紋岩・・・Mg 3 si205( OH)4グアー
ナイト−Mg, PO4, Ca , NH4の複雑な
組成をもつ鉱物 ストルーバイト・・・NH4MgPO4・6H20マグ
ネシア・・・MgO などは効果的である。
The present invention provides biologically treated wastewater containing a high concentration of organic matter.
After adding a compound that dissociates magnesium ions in an aqueous solution such as a magnesium salt, hydroxide, or oxide and adjusting the pH to 75 or higher, water is passed through a bed filled with granular solids to reduce the amount of water in the raw water. It is characterized by removing phosphoric acid, and as the granular solids forming the granular solid packed layer, any material can be selected and used, such as sand, various minerals such as anthracite and garnet, and plastic particles. However, minerals containing magnesium, such as serpentine...Mg3si205(OH)4guanite-Struvite, a mineral with a complex composition of Mg, PO4, Ca, NH4...NH4MgPO4.6H20magnesia...・MgO etc. are effective.

まだ、本発明において、上記粒状固形物充填層内に通水
する際の原水のpHは重要な因子でありpH 7. 5
以上、好ましくはpH 8. 0〜11.5の範囲にす
ると効率的であり、このpHの調整法としては、アルカ
リ剤添加のほかにエアレーションによって水中のCO2
をストリツピングすることによっても達成できる。
However, in the present invention, the pH of the raw water when flowing into the granular solid packed bed is an important factor, and pH 7. 5
Above, preferably pH 8. It is efficient to adjust the pH to a range of 0 to 11.5. In addition to adding an alkaline agent, aeration can be used to reduce CO2 in the water.
This can also be achieved by stripping.

なお、マグネシウムイオンを解離する化合物としては、
マグネシウム水酸化物、酸化物もしくはマグネシウム塩
があり、その添加量は生物処理水中のリン酸イオン濃度
に対し、マグネシウムイオンとしてモル比でM.!li
’/PO4=1. 0近辺になるように添加するのがよ
く、好ましくは1.0〜1.5である。
In addition, compounds that dissociate magnesium ions include:
Magnesium hydroxide, oxide, or magnesium salt is available, and the amount added is M. ! li
'/PO4=1. It is best to add it so that it is around 0, preferably 1.0 to 1.5.

このようにして、一定期間原水を通水したのちの粒状固
形物充填層内を観察してみると、黄白色の結晶性物質が
粒状固形物表面に付着しているのが観察され、この黄白
色の結晶性物質の組成は未確認であるが、従来のアルミ
ニウム塩、鉄塩による凝集沈殿スラツジと異なシ、結晶
性であるために緻密であり、脱水性が極めて良好であシ
、単なる篩などで容易に分離できるものであった。
When the inside of the packed bed of granular solids was observed after raw water was passed through it for a certain period of time, it was observed that a yellowish-white crystalline substance was attached to the surface of the granular solids. Although the composition of the white crystalline substance is unconfirmed, it is different from conventional flocculation sedimentation sludge made from aluminum salts and iron salts. It could be easily separated.

次に本発明の実施例を示す。Next, examples of the present invention will be shown.

実施例 1 0市のし尿処理場の活性汚泥処理水の水質は次のようで
あった。
Example 1 The quality of activated sludge treated water at the human waste treatment plant in 0 cities was as follows.

これを原水とし、消石灰を添加してpHを8.0に調整
し、MgS O,を3 0 ppm( as w)すな
わちMji/P04(モル比)−1.47〜1.96添
加したのち、粒径1〜3mmの蛇紋岩を高さ2m充填し
た直径30CIrLのカラムにL■−5m/hで通水し
た結果、この流出水の水質は次の通りであった。
This was used as raw water, slaked lime was added to adjust the pH to 8.0, and 30 ppm (as w) of MgSO, that is, Mji/P04 (molar ratio) -1.47 to 1.96, was added. Water was passed through a column with a diameter of 30 CIrL filled with serpentinite with a grain size of 1 to 3 mm to a height of 2 m at a rate of L -5 m/h, and the quality of the effluent water was as follows.

また、蛇紋岩の代りに砂を用いたときの結果も併記した
The results obtained when sand was used instead of serpentine were also shown.

実施例 3 本発明における原水のpHの影響を調べた結果は次の通
りであった。
Example 3 The results of investigating the influence of the pH of raw water in the present invention were as follows.

実施例1と同一の原水、M9SO4添加量、通水速度、
蛇紋岩を充填粒状固形物としたカラムに通水する際、H
2SO4及びNaOHでpHを6.5 t 7− 5
t8.0 , 9.0 , 1 0.5 , 1 1.
5と変化させたときの残留リン酸イオン濃度は、第1図
に示す通りであった。
The same raw water as in Example 1, the amount of M9SO4 added, the water flow rate,
When water is passed through a column filled with serpentine as a granular solid, H
pH 6.5 with 2SO4 and NaOH 7-5
t8.0, 9.0, 1 0.5, 1 1.
The residual phosphate ion concentration when the concentration was changed to 5 was as shown in FIG.

第1図からも明らかなように、pHが7.0以下では、
ほとんどリン酸は除去されないが、7.5以上になると
急激に除去効果が向上した。
As is clear from Figure 1, when the pH is below 7.0,
Although almost no phosphoric acid was removed, the removal effect rapidly improved when the value was 7.5 or higher.

また、MgS04を添加せず、単にpHを調整したのみ
では第1図中破線で示したようにリン酸の除去効果は極
めて劣っていた。
Furthermore, when MgSO4 was not added and the pH was simply adjusted, the phosphoric acid removal effect was extremely poor as shown by the broken line in FIG.

以上述べたように本発明によれば、高濃度に有機物を含
む廃水の生物処理水からリン酸を効率よく除去すること
ができ、発生スラツジ量も少なくかつ緻密な結晶性物質
として充填粒状固形物に沈着するから脱水処理が極めて
容易となるものである。
As described above, according to the present invention, phosphoric acid can be efficiently removed from biologically treated wastewater containing a high concentration of organic matter, the amount of sludge generated is small, and the sludge is packed as a dense crystalline substance in the form of granular solids. Dehydration treatment is extremely easy because it is deposited in the water.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は、世と残留リン酸イオン濃度との関係を示す線
図である。
FIG. 1 is a diagram showing the relationship between the temperature and the residual phosphate ion concentration.

Claims (1)

【特許請求の範囲】 1 高濃度に有機物を含む廃水の生物処理水に、水溶液
中でマグネシウムイオンを解離する化合物を添加し、か
つpHを7.5以上に調整したのち、粒状固形物充填層
内に通水することによってリン酸を除去することを特徴
とする有機性廃水の処理方法。 2 前記粒状固形物充填層内に通水する際に、原水のp
Hを8.0〜11.5に調整する特許請求の範囲第1項
記載の有機性廃水の処理方法。 3 前記粒状固形物充填層を形成する粒状固形物として
、マグネシウムを含む鉱物を使用する特許請求の範囲第
1項又は第2項記載の有機性廃水の処理方法。
[Claims] 1. A compound that dissociates magnesium ions in an aqueous solution is added to biologically treated wastewater containing a high concentration of organic matter, and after adjusting the pH to 7.5 or higher, a granular solid-filled bed is added. A method for treating organic wastewater characterized by removing phosphoric acid by passing water through the wastewater. 2 When passing water into the granular solid packed bed, the p of the raw water is
The method for treating organic wastewater according to claim 1, wherein H is adjusted to 8.0 to 11.5. 3. The method for treating organic wastewater according to claim 1 or 2, wherein a mineral containing magnesium is used as the granular solid material forming the granular solid material packed bed.
JP51143757A 1976-11-30 1976-11-30 How to treat organic wastewater Expired JPS598439B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP51143757A JPS598439B2 (en) 1976-11-30 1976-11-30 How to treat organic wastewater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP51143757A JPS598439B2 (en) 1976-11-30 1976-11-30 How to treat organic wastewater

Publications (2)

Publication Number Publication Date
JPS5367960A JPS5367960A (en) 1978-06-16
JPS598439B2 true JPS598439B2 (en) 1984-02-24

Family

ID=15346302

Family Applications (1)

Application Number Title Priority Date Filing Date
JP51143757A Expired JPS598439B2 (en) 1976-11-30 1976-11-30 How to treat organic wastewater

Country Status (1)

Country Link
JP (1) JPS598439B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS605282A (en) * 1983-06-22 1985-01-11 Hitachi Plant Eng & Constr Co Ltd Treatment of phosphate ion-containing water
JPS605283A (en) * 1983-06-22 1985-01-11 Hitachi Plant Eng & Constr Co Ltd Treatment method for water containing phosphate ions

Also Published As

Publication number Publication date
JPS5367960A (en) 1978-06-16

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