JPH0513693B2 - - Google Patents
Info
- Publication number
- JPH0513693B2 JPH0513693B2 JP6721785A JP6721785A JPH0513693B2 JP H0513693 B2 JPH0513693 B2 JP H0513693B2 JP 6721785 A JP6721785 A JP 6721785A JP 6721785 A JP6721785 A JP 6721785A JP H0513693 B2 JPH0513693 B2 JP H0513693B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- sludge
- water treatment
- adsorbent
- treatment
- 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 - Lifetime
Links
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- Water Treatment By Sorption (AREA)
- Solid-Sorbent Or Filter-Aiding Compositions (AREA)
Description
〔産業上の利用分野〕
この発明は汚水処理、上水道用原水の前処理其
の他水処理一般に利用する燐、CODの除去剤の
製法に関するものである。
〔従来の技術〕
上水道の浄水処理における沈降排汚を160℃〜
200℃で加熱賦活して、活性炭、活性白土には及
ばないが、ゼオライトや塵沼土等よりは優れた脱
色能力を有する吸着剤の製造方法は、特公昭56−
46895号公報に記載されている。
〔発明が解決しようとする課題〕
従来上水道における浄水処理は、比較的清浄な
上水道原水に、アルミニウム塩の凝集剤を添加し
て濁質等の凝集沈殿処理を行ない、かつ砂過の
残余のフロツクの捕捉を行なつている。したがつ
てこれらの処理によつて生成する沈降汚泥には、
相当量のアルミニウム分が含有されており、これ
を焼結することによつてアルミナが生成する。
そして昨今の水道原水の汚染に伴なう凝集剤の
注入率の増加と、処理規模の増大とにより、沈降
排泡も莫大な量となり、その処理が問題となつて
おり、単なる埋立処理では処理しきれず、資源利
用も考えてその有効利用方法が検討されつつあ
る。これに関し前記したように吸着剤の原料など
考えられているが、その製造に要するコストに比
して除害利用の性能の向上に問題がある。
〔課題を解決するための手段〕
この発明は凝集沈殿汚泥が焼結処理することに
より相当量のアルミナを含有すること、及び更に
各浄水場毎に汚泥成分にバラツキがあつても、平
均した吸着性能を保持する浄水汚泥からの水処理
用吸着剤の製法を提供するものである。すなわち
凝集沈殿汚泥は、凝集剤が水酸化アルミニウムと
なつて、濁質と共に沈降したものであるが、これ
を赤熱乾燥処理をすると、1100℃以上でα型アル
ミナに変ずる。しかしその手前のγ型アルミナは
本来吸着性能が高く、酸にもアルカリにも溶けに
くいので、吸着剤として使用されているものであ
るから、これを含有する汚泥特に熱処理に際し
て、多孔質体となつている汚泥粒塊を担体とし
て、これに更に純度の高いγ型アルミナの被膜を
形成させることによつて、浄水場の排出汚泥の成
分比のバラツキを補正し、安定した水処理用吸着
剤を製造することにある。
そして焼結を前にして担体にアルミナ被膜を形
成させるには、市販のアルミナゾルを用いること
が有利である。
市販のアルミナゾルの性状を例示すれば下記の
通りである。
Al2O3 10〜11%
PH 4.0〜6.0
比重(20℃) 1.09〜1.14
安定剤 CH3COO
粒子径 羽毛状
粒子の大きさ 100mμ〜10mμ
比表面積m2/g 300〜500
粒子電荷 陽性
結晶形 無定形
色 調 乳白色倶
安定性 半永久的
永結点 0℃
粘度(25℃、C.P.) 50〜3000
〔作用〕
前記アルミナゾルを、配合比として汚泥100g
に対してAl2O30g(アルミナゾルとして100g)
を含浸させ、炉で400〜1000℃の間で焼成する。
かようにすることにより得られた水処理用吸着
剤は、表面をγ−Al2O3で被覆された多孔質の粒
子となる。
担体となる汚泥は、浄水場により、又は汚泥採
取の時期により、その成分比はかなり差がある。
すなわちそのいくつかを例記すれば、
[Industrial Application Field] The present invention relates to a method for producing a phosphorus and COD remover for use in sewage treatment, pretreatment of raw water for water supply, and other water treatment in general. [Conventional technology] Sedimentation and drainage in water purification treatment of waterworks at temperatures above 160℃
A method for producing an adsorbent that is activated by heating at 200℃ and has a decolorizing ability that is not as good as activated carbon or activated clay, but is superior to zeolite, dusty clay, etc.
It is described in Publication No. 46895. [Problem to be solved by the invention] Conventionally, water purification treatment in waterworks involves adding an aluminum salt flocculant to relatively clean raw water to perform coagulation-sedimentation treatment of turbidity, etc., and removing flocs remaining from sand filters. is being captured. Therefore, the settled sludge produced by these treatments is
It contains a considerable amount of aluminum, and alumina is produced by sintering this. In addition, due to the recent increase in the injection rate of coagulants and the increase in the scale of treatment due to the contamination of water supply raw water, the amount of settled foam has become enormous, and its treatment has become a problem. As a result, effective methods of using resources are being considered. In this regard, as mentioned above, raw materials for adsorbents have been considered, but there is a problem in improving the performance of their use in abatement compared to the cost required for their production. [Means for Solving the Problems] This invention provides that coagulated sedimentation sludge contains a considerable amount of alumina through sintering treatment, and that even if there is variation in sludge components from water treatment plant to water treatment plant, the average adsorption The present invention provides a method for producing an adsorbent for water treatment from purified water sludge that maintains performance. In other words, coagulated and precipitated sludge is a product in which the flocculant turns into aluminum hydroxide and settles out together with suspended solids, but when this is subjected to red-hot drying treatment, it changes to α-type alumina at temperatures above 1100°C. However, the γ-type alumina in front of it has high adsorption performance and is difficult to dissolve in acids and alkalis, so it is used as an adsorbent, so sludge containing it becomes porous, especially during heat treatment. By using sludge granules as a carrier and forming a coating of highly pure γ-type alumina on it, we are able to correct variations in the component ratio of sludge discharged from water treatment plants and create a stable adsorbent for water treatment. It lies in manufacturing. In order to form an alumina coating on the carrier before sintering, it is advantageous to use a commercially available alumina sol. Examples of the properties of commercially available alumina sol are as follows. Al 2 O 3 10~11% PH 4.0~6.0 Specific gravity (20℃) 1.09~1.14 Stabilizer CH 3 COO Particle size Feather particle size 100mμ~10mμ Specific surface area m2 /g 300~500 Particle charge Positive crystal form Amorphous Color Tone Milky white Stability Semi-permanent permanent setting 0℃ Viscosity (25℃, CP) 50-3000 [Action] The above alumina sol is mixed with 100g of sludge
0g of Al 2 O 3 (100g as alumina sol)
impregnated with and fired in a furnace at a temperature between 400 and 1000℃. The water treatment adsorbent thus obtained becomes porous particles whose surfaces are coated with γ-Al 2 O 3 . The component ratio of sludge used as a carrier varies considerably depending on the water treatment plant or the time of sludge collection.
In other words, to give some examples,
N浄水場より採取して粉砕した乾燥汚泥1Kgに
蒸留水2を加え、造粒機で粒径1.2〜2.0mmに造
粒した。この造粒汚泥3Kgを電気炉に入れて1000
℃で30分間焼成し、粒状の吸着剤担体850gを得
た。この粒状担体500gに市販のアルミナゾル500
gを含浸させ、100℃の乾燥機に入れて5時間乾
燥させた。乾燥後、600℃の電気炉で3時間焼成
して570gの水処理用吸着剤を得た。これを粒径
0.7〜1.0mmにふるい分けしたものをサンプル1と
した。
同様にして、Y浄水場より採取して粒砕して乾
燥汚泥1Kgに蒸留水2を加え、造粒機で粒径
1.2〜2.0mmに造粒した。この造粒汚泥3Kgを電気
炉に入れて1000℃で30分間焼成し、粒状の吸着剤
担体650gを得た。この粒状担体500gに市販のア
ルミナゾル500gを含浸させ、100℃の乾燥機に入
れて5時間乾燥させた。乾燥後、600℃の電気炉
で3時間焼成して570gの水処理用吸着剤を得た。
これを粒径0.7〜1.0mmにふるい分けしたものをサ
ンプル2とした。
この発明の水処理用吸着剤について水中の燐及
び有機物(KMnO4消費量)に関し、その性能を
試験してみた。
装置としては内径1.8cmのガラス製筒に水処
理用吸着剤を30cmの高さに充填して層を形成
し、3m/Dの速で過テストをした。
なお過開始前、純水で水処理用吸着剤を洗滌
した。
例 1
筒はA,B,Cと3本を揃え、A,Cにはサ
ンプル1を、Bにはサンプル2を充填し、試験水
は都内T河川の原水に特に燐成分を追加して、
1p.p.m.,10p.p.m.,50p.p.m.の三種を作成した。
Distilled water 2 was added to 1 kg of dried sludge collected from the N water treatment plant and pulverized, and the mixture was granulated using a granulator to a particle size of 1.2 to 2.0 mm. Put 3Kg of this granulated sludge into an electric furnace for 1000
The mixture was calcined at ℃ for 30 minutes to obtain 850 g of granular adsorbent carrier. Add 500g of commercially available alumina sol to 500g of this granular carrier.
The sample was impregnated with g and dried in a dryer at 100°C for 5 hours. After drying, it was fired in an electric furnace at 600°C for 3 hours to obtain 570g of an adsorbent for water treatment. This is the particle size
Sample 1 was obtained by sieving to a size of 0.7 to 1.0 mm. In the same way, sludge was collected from Y water treatment plant, pulverized, 1 kg of dried sludge was added with 2 ml of distilled water, and the particle size was determined using a granulator.
It was granulated to a size of 1.2 to 2.0 mm. 3 kg of this granulated sludge was placed in an electric furnace and fired at 1000°C for 30 minutes to obtain 650 g of granular adsorbent carrier. 500 g of a commercially available alumina sol was impregnated into 500 g of this granular carrier, and the resultant was placed in a dryer at 100° C. and dried for 5 hours. After drying, it was fired in an electric furnace at 600°C for 3 hours to obtain 570g of an adsorbent for water treatment.
Sample 2 was obtained by sieving this to a particle size of 0.7 to 1.0 mm. The performance of the water treatment adsorbent of this invention was tested regarding phosphorus and organic matter (KMnO 4 consumption) in water. As for the apparatus, a glass tube with an inner diameter of 1.8 cm was filled with water treatment adsorbent to a height of 30 cm to form a layer, and an overtest was conducted at a speed of 3 m/D. Before starting the filtration, the water treatment adsorbent was washed with pure water. Example 1 Three cylinders are arranged, A, B, and C. A and C are filled with sample 1, and B is filled with sample 2. The test water is raw water from the T river in Tokyo with a special phosphorus component added.
Three types were created: 1p.pm, 10p.pm, and 50p.pm.
【表】
上記表の通りPH値は各筒共に格別の変化がみ
られなかつたが、KMnO4消費量に関して50%、
燐に関しては95%以上の除去率がそれぞれ得られ
た。
このテストにおいて同時にあらわれた効果とし
て特記すべきは、鉄イオンとマンガンイオンの除
去が行われたことであつた。
A筒におけるテスト結果としては、
原水 処理水
Fe 1ppm 0ppm
Mn 1 0.05ppm
であつたが、このマンガンの除去は通常のマンガ
ン砂のそれとは異なり、塩素注入は行なつていな
い。
この数値は、通水開始後20分後の値である。
例 2
この場合は工場廃水処理用として某紙器工場排
水について試験した。
なお本水処理用吸着剤を再生するには数%のア
ルカリ溶液でPO4 -3を脱着すればその機能は回復
する。[Table] As shown in the table above, there was no particular change in the PH value for each cylinder, but the KMnO 4 consumption was 50%
Regarding phosphorus, a removal rate of over 95% was obtained. A noteworthy effect that appeared simultaneously in this test was the removal of iron ions and manganese ions. The test results in tube A were as follows: Raw water Treated water Fe 1ppm 0ppm Mn 1 0.05ppm, but this removal of manganese was different from that of ordinary manganese sand, and chlorine was not injected. This value is the value 20 minutes after the start of water flow. Example 2 In this case, a certain paper carton factory wastewater was tested for industrial wastewater treatment. To regenerate this water treatment adsorbent, its functionality can be restored by desorbing PO 4 -3 with a few percent alkaline solution.
この発明は前記のように実施するものであるか
ら、本水処理用吸着剤のみにより前処理用過池
を設け、汚染された上水原水の処理を行なつても
よい。また緩速過池の砂層の上部に敷き込みを
行なえば汚水成分に対しそれなりの処理効果が得
られる。その他、下水処理水の燐の除去、産業排
水、小規模下水の燐の除去に対しても汚泥の再利
用を兼ねて有効である。
Since the present invention is carried out as described above, a pretreatment basin may be provided using only the present water treatment adsorbent to treat contaminated raw water. Furthermore, if it is placed on top of the sand layer of the slow-pass pond, a certain degree of treatment effect can be obtained for the sewage components. In addition, it is effective for removing phosphorus from treated sewage water, industrial wastewater, and small-scale sewage as well as reusing sludge.
Claims (1)
製法において、乾燥、微粉化した汚泥を1000℃程
度で焼結した後、アルミナゾルを含浸させ乾燥し
てから、400℃以上1000℃以下で焼結し、多孔質
担体表面にγ−Al2O3の被膜を形成することを特
徴とする水処理用無機系吸着剤の製法。1. In the manufacturing method for water treatment adsorbents that heat-treat water treatment plant sludge, the dried and pulverized sludge is sintered at about 1000℃, impregnated with alumina sol, dried, and then sintered at a temperature of 400℃ or more and 1000℃ or less. A method for producing an inorganic adsorbent for water treatment, characterized by forming a γ-Al 2 O 3 film on the surface of a porous carrier.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6721785A JPS61227840A (en) | 1985-03-30 | 1985-03-30 | Preparation of inorganic adsorbent using sludge of water purifying plant as raw material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6721785A JPS61227840A (en) | 1985-03-30 | 1985-03-30 | Preparation of inorganic adsorbent using sludge of water purifying plant as raw material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61227840A JPS61227840A (en) | 1986-10-09 |
| JPH0513693B2 true JPH0513693B2 (en) | 1993-02-23 |
Family
ID=13338523
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6721785A Granted JPS61227840A (en) | 1985-03-30 | 1985-03-30 | Preparation of inorganic adsorbent using sludge of water purifying plant as raw material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61227840A (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100388026B1 (en) * | 1998-12-11 | 2003-08-19 | 주식회사 포스코 | Manufacturing method of adsorbent using activated sludge produced in steelworks wastewater treatment process |
| KR100343418B1 (en) * | 2000-01-28 | 2002-07-11 | 임정규 | Absorbent For Water Treatment Using Water Plant Sludges And Its Method Of Preparation |
| JP2002059001A (en) * | 2000-08-11 | 2002-02-26 | Okutama Kogyo Co Ltd | Anion adsorbent |
| FI117702B (en) * | 2002-10-08 | 2007-01-31 | Kemira Oyj | Process for removing harmful substances from aqueous solutions by means of an active medium and such agent and using the same |
| KR100802163B1 (en) | 2006-12-29 | 2008-02-11 | 한국지질자원연구원 | Adsorbent using purified water sludge and its manufacturing method |
| CN101804319B (en) * | 2010-05-26 | 2011-11-23 | 哈尔滨工业大学 | Method for preparing chemical-biological mixing sludge adsorbent and recycling method thereof for sewage treatment, |
| CN104661965A (en) * | 2012-09-28 | 2015-05-27 | 株式会社日立制作所 | Desalination system |
| CN115155509B (en) * | 2022-07-15 | 2023-12-15 | 江苏大学 | A method for preparing heavy metal ion immobilized separation column packing |
-
1985
- 1985-03-30 JP JP6721785A patent/JPS61227840A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61227840A (en) | 1986-10-09 |
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