JP5089720B2 - Water treatment equipment - Google Patents

Water treatment equipment Download PDF

Info

Publication number
JP5089720B2
JP5089720B2 JP2010064058A JP2010064058A JP5089720B2 JP 5089720 B2 JP5089720 B2 JP 5089720B2 JP 2010064058 A JP2010064058 A JP 2010064058A JP 2010064058 A JP2010064058 A JP 2010064058A JP 5089720 B2 JP5089720 B2 JP 5089720B2
Authority
JP
Japan
Prior art keywords
water
water treatment
pipe
treated
treated water
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
Application number
JP2010064058A
Other languages
Japanese (ja)
Other versions
JP2010162543A (en
Inventor
秀輝 村上
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.)
Asahi Soft Drinks Co Ltd
Original Assignee
Asahi Soft Drinks 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 Asahi Soft Drinks Co Ltd filed Critical Asahi Soft Drinks Co Ltd
Priority to JP2010064058A priority Critical patent/JP5089720B2/en
Publication of JP2010162543A publication Critical patent/JP2010162543A/en
Application granted granted Critical
Publication of JP5089720B2 publication Critical patent/JP5089720B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Treatment Of Water By Ion Exchange (AREA)

Description

本発明は、原水中のイオン交換をしたり、不純物の除去や分離、あるいは、成分の調整をして、飲料や化粧品、または薬品等に用いる処理水を得るための水処理装置に関する。   The present invention relates to a water treatment apparatus for obtaining treated water used for beverages, cosmetics, medicines, etc. by performing ion exchange in raw water, removing or separating impurities, or adjusting components.

例えば、地下水等の原水を水処理手段に通して不純物を除去し、飲料用の処理水を得る水処理装置が公知である。かかる水処理装置において、2つの水処理ユニット(処理系統)を並列に設け、一方が水処理運転をしているときに、他方は水処理手段の再生運転をすることにより、連続処理することがある。
このような連続処理において、水処理手段の下流に設けた処理水管を共有する場合には、再生処理をしているときの汚水が処理水に混入するおそれがあるため、弁を設けて混入を防止しているが、弁の損傷や経時劣化あるいは異物の介在により弁に漏れが生じるおそれがある。
これに対して、従来、図5における(a)に示すように、2つの水処理ユニットの処理水管103a、103bに継ぎ手101a、101bを設け、再生運転時と水処理運転時とで継ぎ手の接続を変えて、処理水の移送管105と排水管107に夫々処理水と排水とを流すことが公知である。
更に、図5の(b)に示すように、回転操作により継ぎ手101a、101bの接続を変える技術も公知である。
For example, a water treatment apparatus is known in which raw water such as groundwater is passed through water treatment means to remove impurities and obtain treated water for beverages. In such a water treatment device, two water treatment units (treatment systems) are provided in parallel, and when one is in water treatment operation, the other can be continuously treated by regenerating the water treatment means. is there.
In such a continuous treatment, when the treated water pipe provided downstream of the water treatment means is shared, there is a possibility that the sewage during the regeneration treatment may be mixed into the treated water, so a valve is provided for mixing. Although it is prevented, the valve may leak due to damage to the valve, deterioration with time, or the presence of foreign matter.
In contrast, conventionally, as shown in FIG. 5A, joints 101a and 101b are provided in the treated water pipes 103a and 103b of the two water treatment units, and the joints are connected during the regeneration operation and the water treatment operation. It is known that the treated water and the waste water are caused to flow through the treated water transfer pipe 105 and the drain pipe 107, respectively.
Furthermore, as shown in FIG. 5B, a technique for changing the connection of the joints 101a and 101b by a rotating operation is also known.

しかし、図5(a)に示す従来技術では、運転の切り替えごとに継ぎ手の接続を配管し直す必要があるとともに、継ぎ手の接続及び切り離しに手間がかかるという課題がある。
また、図5(b)に示す従来技術では、継ぎ手の接続及び切り離しは容易であるが、運転ごとの切り替えが必要であり、やはり手間がかかるという課題が残るとともに、切り替え装置が複雑になるという不都合がある。
However, in the prior art shown in FIG. 5A, there is a problem that it is necessary to reconnect the joint every time the operation is switched, and it takes time to connect and disconnect the joint.
Further, in the prior art shown in FIG. 5B, connection and disconnection of the joint are easy, but switching for each operation is necessary, and there still remains a problem that it takes time, and the switching device becomes complicated. There is an inconvenience.

そこで、本発明は、簡易な構成で且つ、水処理運転と再生運転とを交互に連続運転できるとともに処理水中に汚水の混入を防止できる水処理装置の提供を目的とする。   Therefore, an object of the present invention is to provide a water treatment device having a simple configuration and capable of continuously operating a water treatment operation and a regeneration operation alternately and preventing contamination of treated water.

請求項1に記載の発明は、原水管と、原水管から導入した原水を処理する水処理手段と、水処理手段で処理した後の処理水を移送する処理水管とを有する一方及び他方の水処理ユニットとを備え、一方の処理水管と他方の処理水管とは互いに接続されており、一方の水処理ユニットと他方の水処理ユニットとを交互に水処理運転するとともに一方の水処理ユニットが水処理運転をしている時には他方の水処理ユニットでは水処理手段の再生運転を行う水処理装置であって、一方及び他方の処理水管の接続部の下流側には、処理水の導電率を測定する第1導電率計を備え、各水処理ユニットは、処理水管に接続された排水用枝管と、排水用枝管の開閉弁と、処理水管と排水用枝管の接続部に設けて処理水の導電率を測定する第2導電率計とを備え、再生運転後の準備運転では水処理運転と同様に水処理手段に原水を流し、第2導電率計の測定に基づいてその処理水が安定するまで排水用枝管に処理水を流して排水することを特徴とする。 The invention according to claim 1 includes one and the other water having a raw water pipe, a water treatment means for treating raw water introduced from the raw water pipe, and a treated water pipe for transferring treated water after being treated by the water treatment means. One treatment water pipe and the other treatment water pipe are connected to each other, and one water treatment unit and the other water treatment unit alternately perform water treatment operation, and one water treatment unit A water treatment device that regenerates water treatment means in the other water treatment unit during treatment operation, and measures the conductivity of the treated water downstream of the connection part of one and the other treated water pipe. comprising a first conductivity meter, the water treatment unit, a connected drainage branch pipe to the processing water pipe, opening and closing valve of the drain branch pipes, it is provided to the connecting portion of the drain branch pipe a process water pipe process of With a second conductivity meter to measure the conductivity of water In the preparatory operation after the regeneration operation, the raw water is poured into the water treatment means in the same manner as the water treatment operation, and the treated water is poured into the drain branch until the treated water is stabilized based on the measurement of the second conductivity meter. characterized in that it.

請求項に記載の発明は、請求項に記載の発明において、一方の処理水ユニットと他方の処理水ユニットとの各水処理手段の管路には、通水抵抗が異なる2種類の管が設けてあり、水処理運転をしているときには原水が通水抵抗の小さい管を流れ、準備運転をしているときには原水が通水抵抗の大きい管を流れることにより、水処理運転をしている一方の処理水管の水圧を、準備運転をしている他方の処理水管の水圧よりも高くしていることを特徴とする。 The invention according to claim 2 is the invention according to claim 1, in which two types of pipes having different water resistance are provided in the pipes of the water treatment means of one treated water unit and the other treated water unit. When the water treatment operation is performed, the raw water flows through a pipe having a low water flow resistance, and during the preparatory operation, the raw water flows through a pipe having a high water flow resistance. The water pressure of one of the treated water pipes is higher than the water pressure of the other treated water pipe that is performing the preparatory operation.

請求項1に記載の発明によれば、2つの水処理ユニットを交互に水処理運転して、連続的に原水を水処理するが、一方及び他方の処理水管の接続部よりも下流側では、第1導電率計により処理水の導電率を測定しているので、再生水が混入した場合には、測定している導電率が変化するので、容易に再生水の混入を検知できる。
また、再生水の混入に限らず、水処理手段の異常あるいは水処理装置への異物の混入等も容易に検知できる。
尚、第1導電率計の測定値が目標値からずれた場合には、再生水の混入や異物の混入の可能性が高いので、警報を鳴らすことにより、作業員に処理水の異常を知らしめることが望ましい。これにより、作業員は水処理装置の運転を止めたり、弁や管の点検をする。従って、品質の高い処理水を得ることができる。
According to the first aspect of the present invention, the two water treatment units are alternately operated in water treatment to continuously treat the raw water, but on the downstream side of the connection portion of one and the other treated water pipes, Since the conductivity of the treated water is measured by the first conductivity meter, when the reclaimed water is mixed, the measured conductivity changes, so that the regenerated water can be easily detected.
Moreover, not only the mixing of reclaimed water, but also an abnormality of the water treatment means or a foreign substance entering the water treatment apparatus can be easily detected.
If the measured value of the first conductivity meter deviates from the target value, there is a high possibility of mixing recycled water or foreign matter, so that an alarm is sounded to inform the worker of the treated water abnormality. It is desirable. As a result, the worker stops the operation of the water treatment apparatus and checks the valves and pipes. Therefore, high quality treated water can be obtained.

水処理手段の再生運転後に水処理運転の前に水処理運転と同様な工程の準備運転をするが、準備運転では水処理手段等が安定するまでの処理水は処理水として採用できないので、排水用枝管に流して排水する。したがって、準備運転での処理水を排水することにより、再生処理による残留薬液の混入を防止できる。 After the regeneration operation of the water treatment means , the preparatory operation of the same process as the water treatment operation is performed before the water treatment operation. However, in the preparation operation, the treated water until the water treatment means is stabilized cannot be used as treated water. Drain through a branch pipe. Therefore, by mixing the treated water in the preparation operation, it is possible to prevent the residual chemical solution from being mixed due to the regeneration process.

第2導電率計の測定により、処理水の導電率が所定の範囲に達したところで、準備運転終了の確認ができる。従って、第2導電率計により準備運転の終了確認が容易にできる。 The end of the preparation operation can be confirmed when the conductivity of the treated water reaches a predetermined range by the measurement of the second conductivity meter . Accordingly, it is possible to easily confirm the end of the preparation operation by the second conductivity meter.

請求項に記載の発明によれば、請求項3に記載の発明と同様の効果を得ることができると共に、水処理運転をしている一方の処理水管の水圧の方が準備運転中の他方の処理水管よりも高い水圧なので、準備運転中の再生水が処理水中に混入するのを防止できる。
通水抵抗が異なる管を設けて、水処理運転時には通水抵抗の小さい管に通水し、再生運転時に通水抵抗が大きい管に通水するので、通水する経路を切り替えるだけで、水処理運転をしている一方の処理水管の水圧を大きくすることができる。これにより、水圧に差を設けるためのポンプや、高価なインバータポンプ等を使用することなく、簡易な構成で簡単に水圧の調整を行うことができ、設備コストも低減できる。
According to the second aspect of the present invention, the same effect as that of the third aspect of the invention can be obtained, and the water pressure of one of the treated water pipes performing the water treatment operation is the other during the preparation operation. Since the water pressure is higher than that of the treated water pipe, it is possible to prevent the reclaimed water during the preparation operation from being mixed into the treated water.
Since pipes with different water resistance are provided, water is passed through the pipe with low water resistance during water treatment operation, and water is passed through the pipe with high water resistance during regeneration operation. The water pressure of one of the treated water pipes that are performing the treatment operation can be increased. Accordingly, the water pressure can be easily adjusted with a simple configuration without using a pump for providing a difference in water pressure, an expensive inverter pump, or the like, and the equipment cost can be reduced.

一方の水処理ユニットが水処理運転、他方の水処理ユニットが再生運転をしている状態を示す水処理装置の配管図である。It is a piping diagram of the water treatment apparatus which shows the state in which one water treatment unit is performing water treatment operation, and the other water treatment unit is performing regeneration operation. 一方の水処理ユニットが水処理運転、他方の水処理ユニットが準備運転をしている状態を示す水処理装置の配管図である。It is a piping diagram of the water treatment apparatus which shows the state in which one water treatment unit is performing water treatment operation, and the other water treatment unit is performing preparation operation. 一方の水処理ユニットが再生運転、他方の水処理ユニットが水処理運転をしている状態を示す水処理装置の配管図である。It is a piping diagram of the water treatment apparatus which shows the state in which one water treatment unit is carrying out regeneration operation and the other water treatment unit is carrying out water treatment operation. 一方の水処理ユニットが準備運転、他方の水処理ユニットが水処理運転をしている状態を示す水処理装置の配管図である。It is a piping diagram of the water treatment apparatus which shows the state in which one water treatment unit is performing preparatory operation and the other water treatment unit is performing water treatment operation. 従来の水処理装置における配管の切り替えを説明する図である。It is a figure explaining switching of piping in the conventional water treatment apparatus.

以下、添付した図面を参照しながら本発明の実施の形態を詳細に説明する。図1〜図4は、水処理装置の概略的な配管図であり、各運転状態における流れを示したものである。   Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings. 1 to 4 are schematic piping diagrams of the water treatment apparatus, and show the flow in each operation state.

まず、本実施の形態にかかる水処理装置1の配管を説明する。水処理装置1には、2つの水処理ユニット3、5を並列に備えており、一方の水処理ユニット3と他方の水処理ユニット5とは、略同じ回路構成であるとともに、各水処理ユニット3、5の処理水は、共通の処理水貯留槽7に移送されて貯めるようになっている。以下の構成の説明では、一方の水処理ユニット3について説明し、他方の水処理ユニット5では一方の水処理ユニット3と同じ部分には同一の番号を付することによりその部分の詳細な説明を省略するが、一方の水処理ユニット3には番号の後に「a」を付し、他方の水処理ユニット5には、番号の後に「b」を付して区別することにする。   First, piping of the water treatment device 1 according to the present embodiment will be described. The water treatment apparatus 1 includes two water treatment units 3 and 5 in parallel, and one water treatment unit 3 and the other water treatment unit 5 have substantially the same circuit configuration, and each water treatment unit The treated waters 3 and 5 are transferred to and stored in a common treated water storage tank 7. In the following description of the configuration, one water treatment unit 3 will be described, and in the other water treatment unit 5, the same parts as those of one water treatment unit 3 will be denoted by the same reference numerals, and detailed explanations thereof will be given. Although omitted, one water treatment unit 3 is identified by “a” after the number, and the other water treatment unit 5 is distinguished by adding “b” after the number.

原水管9aは、第1水処理手段11aに接続されており、原水管9aには弁13aが設けられているとともに、弁13aの上流側には排液管15aが接続されている。この排液管15aの下流側は、排液タンク16に接続されている。第1水処理手段11aは、イオン交換膜を通して液中のプラスイオンを水素イオンと交換するイオン交換塔である。
第1水処理手段11aの下流側には、中間処理水管17aが接続されており、この中間処理水管17aの下流側には、第2水処理手段19aが接続されている。中間処理水管17aには第1水処理手段11a側に弁21aが設けられており、弁21aと第2水処理手段19aとの間に通水抵抗の小さい太管23aと通水抵抗の大きい細管25aとが並列に接続されており、その下流に弁27aを設けた迂回管29aが設けられている。尚、太管23aと、細管25aとには、それぞれ弁30a、31aが設けられている。
The raw water pipe 9a is connected to the first water treatment means 11a. The raw water pipe 9a is provided with a valve 13a, and a drainage pipe 15a is connected to the upstream side of the valve 13a. A downstream side of the drainage pipe 15 a is connected to the drainage tank 16. The first water treatment means 11a is an ion exchange tower that exchanges positive ions in the liquid with hydrogen ions through an ion exchange membrane.
An intermediate treated water pipe 17a is connected to the downstream side of the first water treatment means 11a, and a second water treatment means 19a is connected to the downstream side of the intermediate treated water pipe 17a. The intermediate treatment water pipe 17a is provided with a valve 21a on the first water treatment means 11a side, and a large pipe 23a having a small water flow resistance and a narrow pipe having a large water flow resistance between the valve 21a and the second water treatment means 19a. 25a is connected in parallel, and a detour pipe 29a provided with a valve 27a is provided downstream thereof. The thick tube 23a and the thin tube 25a are provided with valves 30a and 31a, respectively.

第2水処理手段19aには、処理水を移送する処理水管35aが接続されており、この処理水管35aには排水用岐管37aが接続されており、排水用岐管37aは弁40aにより開閉されるようになっている。排水用岐管37aは、再生運転後、準備運転のときの処理水を排出するものである。即ち、排水用岐管37aと処理水管35aとの分岐点には第2導電率計41が設けられており、再生運転と同様な処理をおこなう準備運転のときにその処理水の導電率を第2導電率計41により測定し、所定の導電率を得られていることを確認した後、処理水の流れを排水用枝管37aから処理水管35aに切り替えるようになっている。 A treated water pipe 35a for transferring treated water is connected to the second water treatment means 19a. A drainage manifold 37a is connected to the treated water pipe 35a, and the drainage manifold 37a is opened and closed by a valve 40a. It has come to be. The drainage manifold 37a discharges the treated water during the preparation operation after the regeneration operation. That is, the second conductivity meter 41 is provided at the branch point between the drainage manifold 37a and the treated water pipe 35a, and the conductivity of the treated water is changed during the preparatory operation for performing the same process as the regeneration operation . After measuring with the 2 conductivity meter 41 and confirming that the predetermined conductivity is obtained, the flow of the treated water is switched from the branch pipe 37a for drainage to the treated water pipe 35a.

処理水管35aには、第2導電率計41の下流に弁43aと、弁43aの上流側及び下流側との差圧を測定する差圧計45が設けられており、弁43aの下流側の圧が大きくなった場合には弁43aを閉じるようになっている。換言すれば、一方の処理水管35aと他方の処理水管35bとは下流で接続されているので、再生運転している他方の処理水管35bの水圧が高まった場合にはそれに連通している一方の処理水管35aの水力が高くなるので、そのような場合は処理水中に再生水の侵入のおそれがあるので、ランプや表示を点灯させたり、音を発生したりして、作業者に注意を喚起し、場合によっては、水処理運転をしている処理水管35aの弁43aを閉じるようになっている。
一方の処理水管35aと他方の処理水管35bとの合流地点46の下流側にも第1導電率計47が設けられており、仮に再生運転をしている他方の処理水管35bから再生水が混入した場合には、第1導電率計47により検知できるようなっている。また、第1導電率計47は、処理水貯留槽7の直前で、ここに入る最終的な処理水の状態を確認するものでもある。
The treated water pipe 35a is provided with a valve 43a downstream of the second conductivity meter 41 and a differential pressure gauge 45 for measuring the differential pressure between the upstream side and the downstream side of the valve 43a. When is increased, the valve 43a is closed. In other words, since one treated water pipe 35a and the other treated water pipe 35b are connected downstream, when the water pressure of the other treated water pipe 35b that is being regenerated increases, one of the treated water pipes 35a communicates with it. Since the water power of the treated water pipe 35a becomes high, in such a case, there is a risk of reclaimed water entering the treated water, so the lamp or display is turned on or a sound is generated to alert the operator. In some cases, the valve 43a of the treated water pipe 35a that is performing the water treatment operation is closed.
A first conductivity meter 47 is also provided on the downstream side of the junction 46 between the one treated water pipe 35a and the other treated water pipe 35b, and the recycled water is mixed from the other treated water pipe 35b that is in a regenerating operation. In this case, the first conductivity meter 47 can detect it. The first conductivity meter 47 is also for confirming the final state of treated water entering here just before the treated water storage tank 7.

次に、再生運転時に使用する薬品の供給管について説明する。酸性液が貯留された酸性タンク49は薬液供給管51により第1水処理手段11a、11bに接続されており、アルカリ性液が貯留されたアルカリタンク53は薬液供給管55により第2水処理手段19a、19bに接続されている。本実施の形態では、酸性液としては塩酸水、アルカリ液としては水酸化ナトリウム水を用いている。
薬液供給管51、55には、第1水処理手段11a、11b、第2水処理手段19a、19bとの接続部のそれぞれに直列に接続した2つの開閉弁57、59を設けるとともに2つの開閉弁57、59の間に枝管63を設けており、枝管63には大気に開放可能な開放弁61を設けている。薬液の供給を停止しているときに、2つの開閉弁57、59を閉じるが、仮に薬液側の開閉弁59が摩耗や劣化または異物の混入等により完全に閉じない場合が生じても、枝管63の開放弁61を開けているので、薬液は開放弁61から排出されて処理水管35a(または中間処理水管17a)に薬液が混入するのを防止できる。一方、処理水管35a(または中間処理水管17a)側の弁57が完全に閉じない場合には、枝管63の開放弁61を開けているので、枝管61側が負圧になり、枝管61側に残留している薬液があってもその薬液が処理水管35a(または中間処理水管17a)に侵入するのを防止できる。
Next, a chemical supply pipe used during the regeneration operation will be described. The acidic tank 49 in which the acidic liquid is stored is connected to the first water treatment means 11a and 11b by the chemical liquid supply pipe 51, and the alkaline tank 53 in which the alkaline liquid is stored is connected to the second water treatment means 19a by the chemical liquid supply pipe 55. , 19b. In the present embodiment, hydrochloric acid water is used as the acidic liquid, and sodium hydroxide water is used as the alkaline liquid.
The chemical solution supply pipes 51 and 55 are provided with two on-off valves 57 and 59 connected in series to the connection portions of the first water treatment means 11a and 11b and the second water treatment means 19a and 19b, respectively, and two open / close valves. A branch pipe 63 is provided between the valves 57 and 59, and an open valve 61 that can be opened to the atmosphere is provided in the branch pipe 63. When the supply of the chemical liquid is stopped, the two on-off valves 57 and 59 are closed. However, even if the on-off valve 59 on the chemical liquid side is not completely closed due to wear, deterioration, foreign matter, or the like, Since the open valve 61 of the pipe 63 is opened, it is possible to prevent the chemical liquid from being discharged from the open valve 61 and mixed into the treated water pipe 35a (or the intermediate treated water pipe 17a). On the other hand, when the valve 57 on the treated water pipe 35a (or intermediate treated water pipe 17a) side is not completely closed, the open valve 61 of the branch pipe 63 is opened. Even if there is a chemical solution remaining on the side, the chemical solution can be prevented from entering the treated water pipe 35a (or the intermediate treated water pipe 17a).

次に、本実施の形態における水処理装置1の運転について説明する。図1は一方の処理水ユニット3が水処理運転をしており、同時に他方の水処理ユニット5が再生運転をしている場合である。一方の処理水ユニット3では、図1において実線矢印でその流れを示すように、原水管9aに供給された原水は、第1水処理手段11aでプラスイオンのイオン交換処理がなされた後、中間処理水管17a、太管23a、第2水処理手段19a、処理水管35a、第1導電率計47を通って、処理水貯留槽7に処理水が貯められる。
他方の処理水ユニット5では、各弁57、59が開き、弁61が閉じており、第1水処理手段11bに塩酸水、第2水処理手段19bにアルカリ水が供給される。第1水処理手段11bに供給された塩酸は、原水管9b、排液管15bを経て排液タンク16に排出される。第2処手段19bに供給されたアルカリは迂回管29bを通って排液タンク16に排出される。
Next, operation | movement of the water treatment apparatus 1 in this Embodiment is demonstrated. FIG. 1 shows a case where one treated water unit 3 is performing a water treatment operation and the other water treatment unit 5 is simultaneously performing a regeneration operation. In one treated water unit 3, as shown by the solid arrow in FIG. 1, the raw water supplied to the raw water pipe 9a is subjected to positive ion exchange in the first water treatment means 11a, The treated water is stored in the treated water storage tank 7 through the treated water pipe 17a, the thick pipe 23a, the second water treatment means 19a, the treated water pipe 35a, and the first conductivity meter 47.
In the other treated water unit 5, the valves 57 and 59 are opened and the valve 61 is closed. Hydrochloric acid water is supplied to the first water treatment means 11b and alkaline water is supplied to the second water treatment means 19b. The hydrochloric acid supplied to the first water treatment means 11b is discharged to the drainage tank 16 through the raw water pipe 9b and the drainage pipe 15b. The alkali supplied to the second processing means 19b is discharged to the drainage tank 16 through the bypass pipe 29b.

図2では、一方の処理水ユニット3では引き続いて処理水運転をしており、他方の水処理ユニット5では、準備運転をしている。準備運転では、通常の水処理運転(一方の水処理ユニット3における処理)と同様に、原水を第1水処理手段11b及び第2水処理手段19bに流すが、処理水管35bの処理水は分岐管37bを通って、排水される。この準備運転では、原水は細官25bに流し、処理水管35bでは第2導電率計41で処理水の導電率を測定し、所定の値になるまで分岐管37bにより処理水が排水され、所定の導電率に達したところで、自動的に弁40bを閉じ同時に弁43bを開いて処理水を処理水貯留槽水7に移送する水処理運転をおこなう。 In FIG. 2, the treated water operation is continued in one treated water unit 3, and the preparatory operation is performed in the other water treatment unit 5. In the preparation operation, the raw water is allowed to flow to the first water treatment means 11b and the second water treatment means 19b as in the normal water treatment operation (treatment in one water treatment unit 3), but the treated water in the treated water pipe 35b is branched. The water is drained through the pipe 37b. In this preparatory operation, the raw water flows into the detailed officer 25b, and the treated water pipe 35b measures the conductivity of the treated water with the second conductivity meter 41, and the treated water is drained through the branch pipe 37b until a predetermined value is reached. When the electrical conductivity is reached, the valve 40b is automatically closed and the valve 43b is opened at the same time, and the water treatment operation for transferring the treated water to the treated water storage tank water 7 is performed.

図3は、一方の水処理ユニット3では再生運転をおこない、他方の水処理ユニット5では水処理運転をする場合である。他方の水処理ユニット5では、原水を太管23bに流し、処理した水が、処理水管35bから処理水貯留槽7に導入される。一方の水処理ユニット3では、第1及び第2水処理手段11a、19aを薬液により再生処理した後の薬液を排液タンク16に排出する。   FIG. 3 shows a case where one water treatment unit 3 performs a regeneration operation and the other water treatment unit 5 performs a water treatment operation. In the other water treatment unit 5, raw water is passed through the thick pipe 23 b, and the treated water is introduced from the treated water pipe 35 b into the treated water storage tank 7. In one water treatment unit 3, the chemical solution after the first and second water treatment units 11 a and 19 a are regenerated with the chemical solution is discharged to the drain tank 16.

図4は、一方の水処理ユニット3では、原水を細官25aに流して準備運転をおこない、他方の水処理ユニット5では原水を太管23bに流して引き続き水処理運転をする。その後、図1に示す一方の水処理ユニット3で水処理運転、他方の水処理ユニット5で再生運転をおこなう。本実施の形態では、上述した図1〜図4の工程が繰り替えされ、連続した水処理運転をおこなうものである。   In FIG. 4, in one water treatment unit 3, the raw water is supplied to the fine officer 25 a to perform the preparation operation, and in the other water treatment unit 5, the raw water is supplied to the thick tube 23 b and the water treatment operation is continued. Thereafter, one water treatment unit 3 shown in FIG. 1 performs a water treatment operation, and the other water treatment unit 5 performs a regeneration operation. In this Embodiment, the process of FIGS. 1-4 mentioned above is repeated and the continuous water treatment driving | operation is performed.

本発明は、上述した実施の形態に限定されず、その要旨を逸脱しない範囲内において、種々の変形が可能である。例えば、本実施の形態では、地下水等の原水を飲料水に水処理する例であったが、化粧水や薬品に用いる液に水処理するものであってもよく、用途は限定されない。
一方の処理水管35aと他方の処理水管35bとの水圧を異ならせる方法は、管径の異なる管23a(23b)、25a(25b)とを用いることに限らず、オリフィス等により抵抗を付与して水圧を変えるものであってもよい。
一つの水処理ユニット3(5)に2つの水処理手段11a(11b)、19a(19b)の2つ設けたが、これに限らず1つでもよいし、3つでもよく、数は制限されない。
また、水処理手段11a(11b)、19a(11b)は、イオン交換により水処理することに限らず、濾過等の他の水処理をするものであってもよい。
上述した実施の形態において、各管に設けられている弁は、それぞれ代表的なものを示したものであり、これ以外に各管に弁を設けるものであってもよい。
The present invention is not limited to the embodiment described above, and various modifications can be made without departing from the scope of the invention. For example, in this embodiment, raw water such as groundwater is treated with drinking water, but water treatment may be performed on a liquid used for lotion or chemicals, and the application is not limited.
The method of differentiating the water pressure between one treated water pipe 35a and the other treated water pipe 35b is not limited to the use of the pipes 23a (23b) and 25a (25b) having different pipe diameters. It may change the water pressure.
Two water treatment units 11a (11b) and 19a (19b) are provided in one water treatment unit 3 (5). However, the number is not limited to this, and may be one or three, and the number is not limited. .
Moreover, the water treatment means 11a (11b) and 19a (11b) are not limited to water treatment by ion exchange, but may be other water treatment such as filtration.
In the embodiment described above, the valves provided in the respective pipes are representative ones, and valves other than this may be provided in the respective pipes.

1 水処理装置
3 一方の水処理ユニット
5 他方の水処理ユニット
9 原水管
11a、11b 第1水処理手段
19a、19b 第2水処理手段
23a、23b 太管(通水抵抗の小さい管)
25a、25b 細管(通水抵抗の大きい管)
35a、35b 処理水管
37a、37b 排水用枝管
40a、40b 排水用枝管の開閉弁
41 第2導電率計(水処理管と排水用枝管の接続に設けた導電率計)
47 第1導電率計(水処理管どうしの接続部の下流に設けた導電率計)
51、55 薬液供給管
57、59 開閉弁
61 大気開放弁
63 枝管
DESCRIPTION OF SYMBOLS 1 Water treatment apparatus 3 One water treatment unit 5 The other water treatment unit 9 Raw water pipe 11a, 11b 1st water treatment means 19a, 19b 2nd water treatment means 23a, 23b Thick pipe (pipe with small water flow resistance)
25a, 25b tubule (pipe with high water flow resistance)
35a, 35b treated water pipes 37a, 37b drainage branch pipes 40a, 40b drainage branch pipe on-off valve 41 second conductivity meter (conductivity meter provided for connection between water treatment pipe and drainage branch pipe)
47 1st conductivity meter (conductivity meter provided downstream of the connection part of water treatment pipes)
51, 55 Chemical supply pipes 57, 59 On-off valve 61 Atmospheric release valve 63 Branch pipe

Claims (2)

原水管と、原水管から導入した原水を処理する水処理手段と、水処理手段で処理した後の処理水を移送する処理水管とを有する一方及び他方の水処理ユニットとを備え、一方の処理水管と他方の処理水管とは互いに接続されており、一方の水処理ユニットと他方の水処理ユニットとを交互に水処理運転するとともに一方の水処理ユニットが水処理運転をしている時には他方の水処理ユニットでは水処理手段の再生運転を行う水処理装置であって、
一方及び他方の処理水管の接続部の下流側には、処理水の導電率を測定する第1導電率計を備え、
各水処理ユニットは、処理水管に接続された排水用枝管と、排水用枝管の開閉弁と、処理水管と排水用枝管の接続部に設けて処理水の導電率を測定する第2導電率計とを備え、再生運転後の準備運転では水処理運転と同様に水処理手段に原水を流し、第2導電率計の測定に基づいてその処理水が安定するまで排水用枝管に処理水を流して排水することを特徴とする水処理装置。
One of the water treatment units includes a raw water pipe, a water treatment means for treating raw water introduced from the raw water pipe, and a treated water pipe for transferring treated water after being treated by the water treatment means. The water pipe and the other treated water pipe are connected to each other. When one water treatment unit and the other water treatment unit are alternately operated in water treatment, and when one water treatment unit is in water treatment operation, The water treatment unit is a water treatment device that performs regeneration operation of water treatment means,
On the downstream side of the connection portion of one and the other treated water pipe , a first conductivity meter for measuring the conductivity of the treated water is provided,
Each of the water treatment units is provided at a drainage branch pipe connected to the treatment water pipe, an on-off valve of the drainage branch pipe, and a connection portion between the treatment water pipe and the drainage branch pipe to measure the conductivity of the treated water. In the preparatory operation after the regeneration operation, the raw water is poured into the water treatment means in the preparatory operation after the regeneration operation, and the drainage branch pipe is placed until the treated water is stabilized based on the measurement of the second conductivity meter. A water treatment apparatus for draining by flowing treated water .
一方の処理水ユニットと他方の処理水ユニットとの各水処理手段の管路には、通水抵抗が異なる2種類の管が設けてあり、水処理運転をしているときには原水が通水抵抗の小さい管を流れ、準備運転をしているときには原水が通水抵抗の大きい管を流れることにより、水処理運転をしている一方の処理水管の水圧を、準備運転をしている他方の処理水管の水圧よりも高くしていることを特徴とする請求項に記載の水処理装置。 Two types of pipes having different water resistance are provided in the pipes of each water treatment means of one treated water unit and the other treated water unit, and the raw water is subjected to the water resistance when the water treatment operation is performed. When the preparatory operation is carried out, the raw water flows through the pipe with a high resistance to water flow, so that the water pressure of one of the treated water pipes in the water treatment operation is changed to the other treatment in the preparatory operation. The water treatment apparatus according to claim 1 , wherein the water pressure is higher than a water pressure of the water pipe.
JP2010064058A 2010-03-19 2010-03-19 Water treatment equipment Expired - Lifetime JP5089720B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2010064058A JP5089720B2 (en) 2010-03-19 2010-03-19 Water treatment equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2010064058A JP5089720B2 (en) 2010-03-19 2010-03-19 Water treatment equipment

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP2001091743A Division JP4756759B2 (en) 2001-03-28 2001-03-28 Water treatment equipment

Publications (2)

Publication Number Publication Date
JP2010162543A JP2010162543A (en) 2010-07-29
JP5089720B2 true JP5089720B2 (en) 2012-12-05

Family

ID=42579165

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2010064058A Expired - Lifetime JP5089720B2 (en) 2010-03-19 2010-03-19 Water treatment equipment

Country Status (1)

Country Link
JP (1) JP5089720B2 (en)

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5429943B2 (en) * 1971-09-12 1979-09-27
JPS6046195U (en) * 1983-09-08 1985-04-01 三浦工業株式会社 Hardness leak detection device for water softening equipment
JPS6086966U (en) * 1983-11-17 1985-06-14 三浦工業株式会社 hard water detection device
JP3095471B2 (en) * 1991-09-13 2000-10-03 オルガノ株式会社 Cartridge type pure water production system and cartridge type pure water production system management system
JPH06269776A (en) * 1993-03-16 1994-09-27 Penta Ocean Constr Co Ltd Device for removing ammoniacal nitrogen in water
JPH0889955A (en) * 1994-09-27 1996-04-09 Matsushita Electric Ind Co Ltd Water softener having water softening detection device
JP2962175B2 (en) * 1994-12-22 1999-10-12 三浦工業株式会社 Control method of water softener
JP3518782B2 (en) * 1995-05-16 2004-04-12 荏原ボイラ株式会社 Alternating operation control system for water softener
JP2989119B2 (en) * 1995-05-16 1999-12-13 荏原ボイラ株式会社 Alternating operation control system for water softener
JP3217958B2 (en) * 1996-03-18 2001-10-15 川崎製鉄株式会社 Pure water production method
JPH09248569A (en) * 1996-03-18 1997-09-22 Kawasaki Steel Corp Purified water production method and purified water production device used therefore
JP3542251B2 (en) * 1997-03-28 2004-07-14 株式会社サムソン Softening device and operation method of parallel installation enabling early abnormality detection
JPH10277405A (en) * 1997-04-01 1998-10-20 Samson Co Ltd Device for detecting abnormal regeneration of softening device
JP4221796B2 (en) * 1998-12-25 2009-02-12 三浦工業株式会社 Regeneration method of water softener
JP3525838B2 (en) * 1999-12-27 2004-05-10 三浦工業株式会社 Water softening device and regeneration control method thereof

Also Published As

Publication number Publication date
JP2010162543A (en) 2010-07-29

Similar Documents

Publication Publication Date Title
JP5287713B2 (en) Cleaning and sterilization method for ultrapure water production system
US9833743B2 (en) Reverse osmosis treatment device and method for cleaning reverse osmosis treatment device
KR20030004055A (en) Water softening device and method for regeneration control thereof
JPWO2019188963A1 (en) Operation method of ultrapure water production system and ultrapure water production system
JP5089720B2 (en) Water treatment equipment
JP5915295B2 (en) Pure water production method
JP3835686B2 (en) Reverse osmosis membrane element performance evaluation system
CN205099413U (en) Reverse osmosis water treatment equipment
JP4756759B2 (en) Water treatment equipment
CN205099412U (en) Reverse osmosis online cleaning water purification unit
JP2005279462A (en) Water treatment apparatus and water treatment method
KR20100033109A (en) A purifier for water treatment
JP3401541B2 (en) Membrane separation device and its operation method
KR101796633B1 (en) Apparatus for treating water and method for treating water using the same
CN208500554U (en) A kind of noresidue pure water equipment of automatically washing and sterilizing
CN211086255U (en) Water quality circulation purification device for monitoring
JP4583520B2 (en) Waste water treatment apparatus and method
CN203803392U (en) Integrated device for off-line cleaning and detecting of 8-inch reverse osmosis membrane elements
CN203123841U (en) Multi-unit integrated detection equipment
WO2020105494A1 (en) Starting up method for ultrapure water producing device and ultrapure water producing device
JP2008139099A (en) Abnormality detection method of water quality
WO2023149414A1 (en) Ultrapure water production apparatus, and operation management method of ultrapure water production apparatus
CN215946994U (en) Skid-mounted offshore platform desalting device
JP2007245063A (en) Water treatment apparatus by filtration membrane, its operation method and washing method for filtration membrane
JP2960258B2 (en) Ultrapure water production equipment

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20120507

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20120619

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20120810

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120904

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120911

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150921

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 5089720

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term