JPS5990688A - Device and method for treating silica-containing water - Google Patents
Device and method for treating silica-containing waterInfo
- Publication number
- JPS5990688A JPS5990688A JP19904882A JP19904882A JPS5990688A JP S5990688 A JPS5990688 A JP S5990688A JP 19904882 A JP19904882 A JP 19904882A JP 19904882 A JP19904882 A JP 19904882A JP S5990688 A JPS5990688 A JP S5990688A
- Authority
- JP
- Japan
- Prior art keywords
- water
- silica
- membrane
- containing water
- 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.)
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- Separation Using Semi-Permeable Membranes (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、河川水、市水等の比較的清浄であるが、シリ
カを含有する原水に主止して適用し、シリカを除去し精
製水′とするシリカ含有水処理装置並に方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention is mainly applied to raw water such as river water, city water, etc. that is relatively clean but contains silica, and is applied to silica-containing water to remove silica and make purified water. The present invention relates to processing apparatus and methods.
従来、河川水、市水等の原水より含有シリカ成分を除く
には、直接逆滲透膜で一過処理を行なうか、予め凝集沈
澱、砂E過、活性炭処理等の事前除去処理を行なってか
ら逆滲透膜で一過処理を行ないシリカ成分の除去された
精製水を得るシリカ含有水処理方法があるが)逆滲透膜
での一過の過程でその処理すべき含有水中の溶解シリカ
濃度は高くなり、通常、常温で約105号/J−(F3
10.として)が最大限度であり、これ以上に濃縮され
ると沈澱し始め、逆滲透膜に目詰まりを生じ、その一過
性能が低下し、逆滲透膜を早期に交換する必要をもたら
し、又再使用するには、洗浄が困難で、薬品での処理は
洗浄が困難となる。従て1方、そのシリカ溶解濃度の上
記飽和値に達しない一過処理すると、精製水の取得量は
減少し、逆にその排水量が増大しそれだけ無駄に廃棄さ
れること\なり、不経済である等の欠点を有する。Conventionally, in order to remove silica components from raw water such as river water or city water, it is necessary to directly perform temporary treatment using a reverse permeation membrane, or to perform preliminary removal treatment such as coagulation sedimentation, sand E-filtration, or activated carbon treatment. There is a silica-containing water treatment method in which purified water from which silica components are removed is obtained by performing a temporary treatment with a reverse permeation membrane, but the concentration of dissolved silica in the water to be treated is high during the temporary treatment with a reverse permeation membrane. It is usually about 105/J-(F3) at room temperature.
10. ) is the maximum limit, and if concentrated beyond this point, it will begin to precipitate, clogging the reverse permeation membrane, reducing its transient performance, necessitating early replacement of the reverse permeation membrane, and causing re-permeation. For use, it is difficult to clean, and treatment with chemicals makes cleaning difficult. On the other hand, if the silica dissolved concentration does not reach the above-mentioned saturation value, the amount of purified water obtained will decrease, and on the contrary, the amount of waste water will increase, resulting in wasteful disposal, which is uneconomical. It has some drawbacks.
本発明は、か\る欠点を除去°し、簡単な設備で方法で
、逆滲透膜でのp過処理時のシリカ含有水より溶解性シ
リカの沈澱現象を防止し得られて、従来に比し高濃度に
濃縮し得られ、高収率に精製水を得られるシリカ含有水
処理装置を提供するもので、シリカ含有水を逆滲透膜で
一過処理してシリカを除去し精製水を得るシリカ含有水
処理装置に於て、逆滲透膜の前段に微細孔膜又は限外濾
過膜を設け、シリカ含有水を逆滲透膜で一過処理するに
先立ち、該微細孔膜又は該限外−過膜で一過処理せしめ
ることを特徴とする。The present invention eliminates these drawbacks and prevents the precipitation of soluble silica from silica-containing water during p-filtration treatment using a reverse permeation membrane using a method using simple equipment, compared to the conventional method. This product provides a silica-containing water treatment device that can concentrate silica to a high concentration and obtain purified water with high yield.The silica-containing water is temporarily treated with a reverse permeation membrane to remove silica and obtain purified water. In a silica-containing water treatment device, a microporous membrane or an ultrafiltration membrane is provided before the reverse permeation membrane, and before the silica-containing water is temporarily treated with the reverse permeation membrane, the microporous membrane or the ultrafiltration membrane is It is characterized by being subjected to a temporary treatment using a membrane.
本発明は更に上記装置を使用して、シリカ含有水を従来
実現できなかったシリカ高濃度にまで濃縮して而も円滑
に高能率に精製水を回収する経済的なシリカ含有水処理
方法を提供するもので、シリカ含有水を微細孔膜又は限
外p過膜を通過せしめた後の濾過水をシリカの溶解濃度
が約100mg/I−〜s o o mg7tの範囲に
達するまで逆滲透膜で濃縮する一過処理を行なうことを
特徴とする。The present invention further provides an economical silica-containing water treatment method that uses the above-mentioned apparatus to concentrate silica-containing water to a high silica concentration that has not previously been possible, and yet smoothly recovers purified water with high efficiency. After passing the silica-containing water through a microporous membrane or an ultrapolar membrane, the filtered water is passed through a reverse filtration membrane until the dissolved silica concentration reaches a range of about 100 mg/I- to soo mg7t. It is characterized by performing a temporary concentration treatment.
次に本発明の実施例につき説明する。Next, examples of the present invention will be described.
精製処理すべき原料は、シリカ含有水は、一般に表流水
、河川水等の比較的清浄な原水であり、この中にはシリ
カが10 my/1 (5iftとして)程度の低濃度
に溶解含有する原水や火山灰地のような場所のそれらは
507v/1以上の高濃度に含有する原水があり、その
他非溶解性のシリカ微粒子、鉄等の金属又はその酸化物
コロイド、粘土微粒子、微生物等の微細粒子を含有する
のが一般である。The raw material to be purified is silica-containing water, which is generally relatively clean raw water such as surface water or river water, which contains dissolved silica at a low concentration of about 10 my/1 (5ift). Raw water from places such as volcanic ash areas contains high concentrations of 507v/1 or more, and other fine particles such as insoluble silica particles, colloids of metals such as iron or their oxides, clay particles, microorganisms, etc. It generally contains particles.
か\るシリカ含有水、例えば、6011程度のシリカを
溶解含有する河川水を直接微細孔膜又は限外E過膜(U
IF膜)により一過し、含有する微細粒子を除去する。Silica-containing water, for example, river water containing dissolved silica of about 6011, is directly passed through a microporous membrane or an ultra-E membrane (U).
IF membrane) to remove the contained fine particles.
微細孔膜としては、シート状の二ニークリボア(N−0
40)、ジュラヵ゛−ド(SW−2400W) 、プリ
ーツ状のミクロフィルター(FOO−22)、ユミクロ
ン(M?−40)、ホローファイバー状のSFフィルタ
ー(SF−301)などを使用する。UI+′膜として
は、シート状のダイアフィルター(G−10T)、グイ
アフロ−(PM−10) 、スハイ5 k状ノkhx−
150,G−50、チューブ状のPS−015,HFM
−251,NTO−31120、ホローファイバー状の
S工P−3013などを使用する。次で、このように微
細粒子の除去処理を経たシリカ含有p水を逆滲透膜で一
過処理する。As a microporous membrane, a sheet-like Ninikuriboa (N-0
40), Duracord (SW-2400W), pleated micro filter (FOO-22), Umicron (M?-40), hollow fiber SF filter (SF-301), etc. are used. Examples of UI+' membranes include sheet-shaped Diafilter (G-10T), Guiaflow (PM-10), Suhai 5 K-shaped khx-
150, G-50, tubular PS-015, HFM
-251, NTO-31120, hollow fiber-like S engineering P-3013, etc. are used. Next, the silica-containing p water that has undergone the fine particle removal treatment in this way is temporarily treated with a reverse permeation membrane.
この場合、意外なことに、p水に溶解しているシリカ濃
度か、約100 mg/J−を越えても沈澱を生ずるこ
となく、過飽和状態に溶解し、そのシリカ濃度の上限は
、含有水や装置の運転条件等により異なるが350〜5
o Om;)/fまで過飽和状態により溶解し沈澱を
生じないことを知見した。而して本発明装置によれば、
シリカ含有p水の逆滲透膜でのシリカ除去は、シリカ含
有水を直接逆滲透膜で処理する場合約100 m9/J
−でシリカ沈澱をおこすことによる上記の不都合を解消
し、充分な余裕をもってシリカ除去ができる有利をもた
らす。か−る本発明装置を利用し、次のような新しい有
利な処理方法を実現したもので、即ち、そのシリカ含有
汗水を該逆滲透膜によりそのシリカ濃度゛が約110
mg//l〜500rro/j−の過飽和状態の範囲ま
で濃縮する一過処理を行なうようにし、これにより、高
収率に精製水を得ると共に濃縮水の量を減少させて経済
的にシリカ含有水の処理を行なうことができる。In this case, surprisingly, the silica dissolved in p-water dissolves in a supersaturated state without forming a precipitate even if the concentration exceeds about 100 mg/J-, and the upper limit of the silica concentration is 350 to 5, although it varies depending on the equipment operating conditions, etc.
o Om; According to the device of the present invention,
Silica removal using a reverse permeation membrane for silica-containing p water is approximately 100 m9/J when silica-containing water is directly treated with a reverse permeation membrane.
- The above-mentioned disadvantages caused by silica precipitation are solved, and the silica can be removed with sufficient margin. By using the device of the present invention, the following new and advantageous treatment method has been realized, namely, the silica-containing sweat water is treated with the reverse permeation membrane until the silica concentration is about 110.
By performing a one-off process to concentrate to a supersaturation range of mg//l to 500 rro/j-, purified water can be obtained in a high yield, and the amount of concentrated water can be reduced to economically reduce silica content. Water can be treated.
又本発明装置によれば、上記から明らかなように、逆滲
透膜の長期に亘る良好な一過性能の維持、使用寿命の延
長をもたらす。Further, according to the device of the present invention, as is clear from the above, good transient performance of the reverse permeation membrane can be maintained over a long period of time, and the service life can be extended.
次に本発明装置の1例を添付図面につき説明する。Next, one example of the device of the present invention will be explained with reference to the accompanying drawings.
(1)は処理すべきシリカ含有水aの供給用タンクを示
し、該タンク(1)はポンプ(2)を介在させた導管(
3)により内部に微細孔膜(4)又は限外−過膜(4)
を中間に介入させた濾過容器(5)の覧入端に接続して
いる。かくして該濾過容器(5)の内部は該膜(4)に
よりその1側に流入側空室(5a)、その他側に一過側
の空室(5b)とに区劃形成されている。(1) shows a tank for supplying silica-containing water a to be treated, and the tank (1) is connected to a conduit (2) with a pump (2) interposed therebetween.
3) Microporous membrane (4) or ultra-permeable membrane (4) inside
is connected to the viewing end of a filtration container (5) interposed in the middle. Thus, the inside of the filtration container (5) is partitioned by the membrane (4) into an inflow side cavity (5a) on one side and a transit side cavity (5b) on the other side.
該流入側空室(5a)の1側には、必要に応じ、流出管
(6)を設けることができる。該一過側の空室(5b)
の1側に供給管(力を設け、これを受容タンク(8)の
上部開口に連通開口し、該受容タンク(8)の底部より
導出の供給管(9)をポンプ幅を介し、内部に逆滲透膜
←Qを中間に介在させたp過耐圧性r過容器αBの流入
端に接続する。該容器(11)の内部は、該膜(10)
によりその1側に供給管(9)に接続のP水流入用空室
(11a)とその他側に精製水取得用空室(11b)と
に区劃形成されて居る。α階は、該汗水売人用空室(1
1a)の他側から導出の濃縮水排出用導管、α荀は空室
(41b)から導出の精製水導出管を示す。夫々の導管
には開閉弁を介入されている。If necessary, an outflow pipe (6) can be provided on one side of the inflow side cavity (5a). Vacant room on the temporary side (5b)
A supply pipe (forced) is provided on one side of the tank, which is opened to communicate with the upper opening of the receiving tank (8), and a supply pipe (9) led out from the bottom of the receiving tank (8) is inserted into the interior through the width of the pump. Reverse permeation membrane ← Connected to the inflow end of a p-overpressure-resistant r-permeation container αB with Q interposed in the middle.The inside of the container (11) is connected to the membrane (10).
Therefore, it is divided into a P water inflow chamber (11a) connected to the supply pipe (9) on one side and a purified water acquisition chamber (11b) on the other side. The α floor is a vacant room for sweat sellers (1
1a) A condensed water discharge conduit led out from the other side, α indicates a purified water discharge pipe led out from the empty chamber (41b). Each conduit is equipped with an on-off valve.
次に上記装置の作動を説明する。Next, the operation of the above device will be explained.
該タンク(1)内に連続的に処理すべき河川水や市水、
即ちシリカ含有水を供給し、ポンプ(2)によりこれを
p過容器(5)の鑞入用空室(5a)に流入させ、その
該微細孔膜(又は限外−過膜)(4)で水中の1μ以上
の微細子を除去し、その他側に該微粒子を含まない汗水
を得る。これを供給管(力によりその下方のタンク(8
)内に供給する。タンク(8)内にはか\る該汗水を適
当の高さ、に常に溜めた状態でポンプ(Lのによ゛り徐
々にこれを逆滲透膜内蔵一過容器圓の流入用空室(11
a)内に加圧供給し、その逆滲透膜QO1で濃縮−過処
理を行ない、空室(11b)側に精製水を得るがこの際
、ポンプ(L渇や排出管α■の弁を適当に調節しその空
室(11a)内の汗水に溶解しているシリカの濃度が、
例えば300 my7Qの濃縮水となるようにして一過
処理をつ寸ける。River water or city water to be continuously treated in the tank (1);
That is, silica-containing water is supplied and caused to flow into the soldering cavity (5a) of the ultra-permeable membrane (5) using the pump (2), and the microporous membrane (or ultra-permeable membrane) (4) Microscopic particles of 1 μm or larger are removed from the water, and sweat water that does not contain the microscopic particles is obtained on the other side. This is connected to the supply pipe (by force, the tank below it (8
). With the sweat water always stored at an appropriate height in the tank (8), the pump (L) gradually pumps it into the inflow chamber of the transit container with a built-in reverse permeability membrane ( 11
a), and performs concentration and filtration treatment using the reverse osmosis membrane QO1 to obtain purified water in the empty chamber (11b). The concentration of silica dissolved in the sweat water in the empty chamber (11a) is adjusted to
For example, the temporary treatment can be carried out by making the concentrated water 300 my7Q.
かくして、その逆滲透膜αQの一過側の空室(1l b
)には、シリカが僅か5■/L含有の精製水が連続して
得られた。この連続精製水の製造終了後逆滲透膜α〔を
調べたがシリカの沈澱は全く認められなかった。Thus, the vacancy (1l b
), purified water containing only 5 μ/L of silica was continuously obtained. After the continuous production of purified water was completed, the reverse permeation membrane α was examined, but no silica precipitation was observed.
次に本発明の実験例につき説明する。Next, an experimental example of the present invention will be explained.
実施例
市水に、水ガラスを添加し溶解シリカ濃度が9 ’4t
/1になるように、PH6,5に調節したシリカ含有水
を作成し、これを微細孔膜ニュークリボアN−040で
一過し、その得られたF液を逆滲透膜(RO膜)ダイア
フィルターRM−97で濾過し精製水を得た。その各処
理工程に於けるシリカ濃度、目詰まり指数(F1値)を
測定した。その結果は下表の通りである。Example: Water glass was added to city water to achieve a dissolved silica concentration of 9'4t.
/1, silica-containing water was prepared with a pH of 6.5, passed through a microporous membrane Nuclebore N-040, and the resulting F solution was passed through a reverse osmosis membrane (RO membrane) diaphragm. Purified water was obtained by filtration with filter RM-97. The silica concentration and clogging index (F1 value) in each treatment step were measured. The results are shown in the table below.
液 量 シリカ濃度 F1値
シリカ含有水(原水) 200+++195m12
4.3微細孔膜戸水 200// 94 t
t O,IRQ膜戸水(精製水) 150//
5 tt O,IRO膜濃縮水(排
水) 50// 275tt O,1
製造終了後のRO膜を調べたが、シリカの沈澱は全く認
められなかった。Liquid volume Silica concentration F1 value silica-containing water (raw water) 200+++195m12
4.3 Microporous membrane water 200//94 t
t O, IRQ membrane water (purified water) 150//
5 tt O, IRO membrane concentrated water (drainage) 50// 275tt O, 1
When the RO membrane was examined after production, no silica precipitation was observed.
実施例
微細孔膜を使用せず、実験例1と同じシリカ含有水を直
接上記と同じRO膜でシリカ濃度を132 m9/1と
して一過処理を行なった。使用後のRO膜にはシリカの
沈澱が認められた。次にその各処理工程に於ける測定結
果を示す。Example Without using the microporous membrane, the same silica-containing water as in Experimental Example 1 was directly subjected to a temporary treatment using the same RO membrane as above at a silica concentration of 132 m9/1. Silica precipitates were observed in the RO membrane after use. Next, the measurement results in each treatment step will be shown.
液 量 シリカ濃度 F1値
シリカ含有水(原水) 200mA! 95m
fJ、 4.3RO膜p水(精製水) 150
77 4 tt、 0.1RO膜濃縮水(
排水) 501/ 132/l 5.
6実験剥2
微細孔膜の代りにUII’膜ダイアフィルターG−10
Tを使用し他は実験例1と同様に行なった。実験例1と
同様RO膜にシリカの沈澱は全く認められなかった。各
処理工程に於ける測定結果は次の通りであった。Liquid amount Silica concentration F1 value silica-containing water (raw water) 200mA! 95m
fJ, 4.3RO membrane p water (purified water) 150
77 4 tt, 0.1RO membrane concentrated water (
Drainage) 501/132/l 5.
6 Experimental stripping 2 UII' membrane diafilter G-10 instead of microporous membrane
The experiment was carried out in the same manner as in Experimental Example 1 except that T was used. As in Experimental Example 1, no silica precipitation was observed on the RO membrane. The measurement results in each treatment step were as follows.
液 量 シリカ濃度 FI値
シリカ含有水(原水) 101000TL195/
L 4.3UIP膜戸水 500p
92tt O,IRQMP水(精ji水)
3751F 5 tt O,IP、0I
il(濃縮水(排水) 125// 275t
t O,2実施例
井水(シリカ濃度56 m9/1 )を微細孔膜5F−
301で濾過した後そのP液をRO膜ホロセツプHR5
230で一過し、連続処理を行なった。Liquid amount Silica concentration FI value Silica-containing water (raw water) 101000TL195/
L 4.3UIP membrane water 500p
92tt O, IRQMP water (refined water)
3751F 5 tt O,IP,0I
il (concentrated water (drainage) 125//275t
t O, 2 Examples Well water (silica concentration 56 m9/1) was poured into a microporous membrane 5F-
After filtering with 301, the P solution was passed through RO membrane HoloSep HR5.
230, and continuous processing was performed.
その結果は下表の通りである。The results are shown in the table below.
液 量 シリカ濃度 F1値
シリカ含有水(井水) 8.7)−7分 56ψ
3.5微細孔膜p水 tt tt
O,IRO膜p液 tt 6.5p
4tt O,0υト 水(濃縮液)
5.2// 205// 0,1使用後の
RO膜にシリカ沈澱は全く認められなかった。Liquid volume Silica concentration F1 value silica-containing water (well water) 8.7) -7 minutes 56ψ
3.5 Microporous membrane p water tt tt
O, IRO membrane p liquid tt 6.5p
4tt O, 0υt Water (concentrated liquid)
5.2//205//0.1 No silica precipitate was observed in the RO membrane after use.
実施例
実験例6と同じ井水を直接同じBo膜で一過し連続処理
を行なったが、RO膜の一過性能は1週間后に20%低
下し、又濃縮液中にシリカの微結晶が認められるように
なった。Example: The same well water as in Experimental Example 6 was directly passed through the same Bo membrane for continuous treatment, but the transient performance of the RO membrane decreased by 20% after one week, and silica microcrystals were present in the concentrated solution. has become recognized.
本発明に適用される処理すべきシリカ含有水は、比較的
清浄な河川水、市水、井水、湖水等を直接微細孔膜又は
UF膜でp過処理した後RO膜で処理することが一般で
有利であるが、やや不純物を多く含む場合は、一旦、凝
集沈澱、砂p過、活性炭、イオン交換樹脂等の1つ又は
それ以上を組み合わせて事前処理をし、適度に浄化した
シリカ含有水にも適用しても差支えない。The silica-containing water to be treated that is applied to the present invention can be treated by directly over-treating relatively clean river water, city water, well water, lake water, etc. using a microporous membrane or UF membrane, and then using an RO membrane. Generally speaking, it is advantageous, but if it contains a relatively large amount of impurities, it should be pre-treated with a combination of one or more of coagulation sedimentation, sand filtration, activated carbon, ion exchange resin, etc. to appropriately purify the silica-containing material. It can also be applied to water.
このように本発明によるときは、シリカ含有水を微細孔
膜又は限外−過膜で濾過した後進滲透膜で処理するよう
にしたので、これを直接逆滲透膜で処理するに比し、著
しく高いシリカ濃度まで濃縮してもシリカの沈澱を生ぜ
ず、円滑に且つ高収率に精製水を連続的に製造できる効
果を有する。In this way, according to the present invention, since silica-containing water is treated with a backward permeation membrane that has been filtered with a microporous membrane or an ultrafiltration membrane, it is significantly more effective than directly treating it with a reverse permeation membrane. Even when concentrated to a high silica concentration, silica does not precipitate, and purified water can be produced smoothly and continuously in a high yield.
図面は本発明装置の1例を示す線図である。 (1)・・・原水供給タンク (4)・・・微細孔膜又は限外p過膜 α0)・・・逆滲透膜 The drawing is a diagram showing an example of the device of the present invention. (1)...Raw water supply tank (4)...Microporous membrane or ultrap-permeable membrane α0)...Reverse permeability membrane
Claims (1)
去し精製水を得るシリカ含有水処理装置に於て、逆滲透
膜の前段に微細孔膜又は限外濾過膜を設け、シリカ含有
水を逆滲透膜で一過処理するに先立ち、該微細孔膜又は
該限外p過膜で一過処理せしめることを特徴とするシリ
カ含有水処理装置。 2 シリカ含有水を微細孔膜又は限外濾過膜を通過せし
めた後の一過水をシリカの溶解濃度が約100 mg/
I−〜500 my/J、の範囲に達するまで逆滲透膜
で濃縮する一過処理を行なうことを特徴とするシリカ含
有水処理方法。[Claims] 1. In a silica-containing water treatment device for removing silica and obtaining purified water by temporarily treating silica-containing water with a reverse permeation membrane, a microporous membrane or an ultrafiltration filter is provided before the reverse permeation membrane. 1. A silica-containing water treatment device, characterized in that a membrane is provided, and the silica-containing water is subjected to one-time treatment through the microporous membrane or the ultrapolar membrane before the silica-containing water is subjected to one-time treatment through the reverse permeation membrane. 2 After passing the silica-containing water through a microporous membrane or an ultrafiltration membrane, the temporary water has a dissolved concentration of silica of about 100 mg/
A method for treating silica-containing water, which comprises carrying out a temporary treatment of concentrating with a reverse permeation membrane until the concentration reaches a range of I- to 500 my/J.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19904882A JPS5990688A (en) | 1982-11-15 | 1982-11-15 | Device and method for treating silica-containing water |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19904882A JPS5990688A (en) | 1982-11-15 | 1982-11-15 | Device and method for treating silica-containing water |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5990688A true JPS5990688A (en) | 1984-05-25 |
JPH0366035B2 JPH0366035B2 (en) | 1991-10-15 |
Family
ID=16401241
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19904882A Granted JPS5990688A (en) | 1982-11-15 | 1982-11-15 | Device and method for treating silica-containing water |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5990688A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02265628A (en) * | 1989-04-05 | 1990-10-30 | Kurita Water Ind Ltd | Membranous separating process |
AT395408B (en) * | 1991-05-13 | 1992-12-28 | Andritz Patentverwaltung | MICROFILTRATION |
KR100313455B1 (en) * | 1998-12-19 | 2003-03-15 | 노수홍 | Livestock Wastewater Treatment Method Using Membrane Process |
Citations (11)
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---|---|---|---|---|
JPS50152984A (en) * | 1974-05-31 | 1975-12-09 | ||
JPS51100976A (en) * | 1975-03-04 | 1976-09-06 | Kurita Water Ind Ltd | |
US4000065A (en) * | 1974-11-18 | 1976-12-28 | Basf Wyandotte Corporation | Method and apparatus for purifying aqueous streams contaminated with organic materials |
JPS52104472A (en) * | 1976-01-27 | 1977-09-01 | Ebara Infilco Co Ltd | Desalting method for seawater and brine |
JPS52149271A (en) * | 1976-06-07 | 1977-12-12 | Ebara Infilco Co Ltd | Production of purified water |
US4083779A (en) * | 1975-07-22 | 1978-04-11 | S.E.F.C.A.L. Societe d'Etudes, de Fabrication et de Commercialisation de Colorants Alimentaires | Process for treatment of anthocyane extracts |
JPS5432179A (en) * | 1977-08-15 | 1979-03-09 | Ebara Infilco Co Ltd | Controlling method for operation of fresh water making apparatus |
JPS5496485A (en) * | 1978-01-17 | 1979-07-30 | Yasuhiro Sakaguchi | Membrane water production method and its manufacture apparatus |
JPS54158057A (en) * | 1978-06-02 | 1979-12-13 | Japan Metals & Chem Co Ltd | Method of disposing cutting oil agent |
JPS5513103A (en) * | 1978-07-07 | 1980-01-30 | Mitsui Toatsu Chem Inc | Treatment of sewage |
JPS57167786A (en) * | 1981-04-08 | 1982-10-15 | Hajime Nakato | Treating device for industrial waste water containing colloidal materials |
-
1982
- 1982-11-15 JP JP19904882A patent/JPS5990688A/en active Granted
Patent Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS50152984A (en) * | 1974-05-31 | 1975-12-09 | ||
US4000065A (en) * | 1974-11-18 | 1976-12-28 | Basf Wyandotte Corporation | Method and apparatus for purifying aqueous streams contaminated with organic materials |
JPS51100976A (en) * | 1975-03-04 | 1976-09-06 | Kurita Water Ind Ltd | |
US4083779A (en) * | 1975-07-22 | 1978-04-11 | S.E.F.C.A.L. Societe d'Etudes, de Fabrication et de Commercialisation de Colorants Alimentaires | Process for treatment of anthocyane extracts |
JPS52104472A (en) * | 1976-01-27 | 1977-09-01 | Ebara Infilco Co Ltd | Desalting method for seawater and brine |
JPS52149271A (en) * | 1976-06-07 | 1977-12-12 | Ebara Infilco Co Ltd | Production of purified water |
JPS5432179A (en) * | 1977-08-15 | 1979-03-09 | Ebara Infilco Co Ltd | Controlling method for operation of fresh water making apparatus |
JPS5496485A (en) * | 1978-01-17 | 1979-07-30 | Yasuhiro Sakaguchi | Membrane water production method and its manufacture apparatus |
JPS54158057A (en) * | 1978-06-02 | 1979-12-13 | Japan Metals & Chem Co Ltd | Method of disposing cutting oil agent |
JPS5513103A (en) * | 1978-07-07 | 1980-01-30 | Mitsui Toatsu Chem Inc | Treatment of sewage |
JPS57167786A (en) * | 1981-04-08 | 1982-10-15 | Hajime Nakato | Treating device for industrial waste water containing colloidal materials |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02265628A (en) * | 1989-04-05 | 1990-10-30 | Kurita Water Ind Ltd | Membranous separating process |
AT395408B (en) * | 1991-05-13 | 1992-12-28 | Andritz Patentverwaltung | MICROFILTRATION |
KR100313455B1 (en) * | 1998-12-19 | 2003-03-15 | 노수홍 | Livestock Wastewater Treatment Method Using Membrane Process |
Also Published As
Publication number | Publication date |
---|---|
JPH0366035B2 (en) | 1991-10-15 |
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