JP2002172396A - Method for reducing ph of raw water in water cleaning facilities and apparatus used therein - Google Patents

Method for reducing ph of raw water in water cleaning facilities and apparatus used therein

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Publication number
JP2002172396A
JP2002172396A JP2000371871A JP2000371871A JP2002172396A JP 2002172396 A JP2002172396 A JP 2002172396A JP 2000371871 A JP2000371871 A JP 2000371871A JP 2000371871 A JP2000371871 A JP 2000371871A JP 2002172396 A JP2002172396 A JP 2002172396A
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JP
Japan
Prior art keywords
carbon dioxide
water
gas
gas dispersion
water purification
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.)
Granted
Application number
JP2000371871A
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Japanese (ja)
Other versions
JP3457642B2 (en
Inventor
Kiyoyasu Suzuki
精祥 鈴木
Shinko Hiruta
眞弘 蛭田
Isao Funahashi
勲 舟橋
Yoshio Shimada
喜夫 島田
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.)
Kureha Techno Engineering Co Ltd
Original Assignee
Kureha Techno Engineering Co Ltd
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Application filed by Kureha Techno Engineering Co Ltd filed Critical Kureha Techno Engineering Co Ltd
Priority to JP2000371871A priority Critical patent/JP3457642B2/en
Publication of JP2002172396A publication Critical patent/JP2002172396A/en
Application granted granted Critical
Publication of JP3457642B2 publication Critical patent/JP3457642B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To reduce the pH of raw water in water cleaning facilities using carbon dioxide. SOLUTION: A carbon dioxide dissolving apparatus is constituted by attaching a dispersing header, which has a plurality of gas dispersing pipes for discharging carbon dioxide in an amount of not less than 20 kg/h per the surface area of 1 m2 of the dispersing pipes under an internal pressure condition of (water pressure +3) kPa or more, to the water channel of water cleaning facilities in an up and down movable manner. By using this carbon dioxide dissolving apparatus, carbon dioxide is dispersed and dissolved in water with a water depth of 1 m or more so that a bubble size of carbon dioxide becomes 5 mm or less.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、浄水施設において
浄化すべき原水に二酸化炭素を溶解することによって、
原水のpHを低減させる方法、及びそのための浄水処理
用二酸化炭素溶解装置に関する。さらに詳しくは、本発
明は、浄水施設の水路にガス分散管が水深1m以上の水
中に水路に取り付けられ、二酸化炭素を気泡5mm以下
の大きさで放出させることにより、原水のpHを低減さ
せる水処理方法、及びそのための二酸化炭素溶解装置に
関する。
The present invention relates to a method for dissolving carbon dioxide in raw water to be purified in a water purification facility.
The present invention relates to a method for reducing the pH of raw water, and a carbon dioxide dissolving device for water purification for the method. More specifically, the present invention relates to a water purification system in which a gas dispersion pipe is attached to a water channel having a depth of 1 m or more in a water channel of a water purification facility, and carbon dioxide is released in a size of 5 mm or less to reduce the pH of raw water. The present invention relates to a processing method and a carbon dioxide dissolving device therefor.

【0002】[0002]

【従来の技術】近年、湖沼、ダム、河川等の表流水は生
活廃水等の混入による富栄養化が進み、水質の悪化が著
しくなる傾向にある。富栄養化の結果として、藻類が繁
殖し、それによる光合成のため、水のpHの上昇が激し
くなってきており、これら水のpHが9を越える所が多
くなってきている。これら表流水を原水とする浄水施設
においては、これら原水のpHを適正に修正することが
急務となってきている。すなわち、水道水としての適正
pHを確保するため以外にも、浄水施設においてはその
処理の一環として水中懸濁物を凝集分離する工程が不可
欠であり、pHが9を越える水は懸濁物を凝集させる最
適pH範囲を逸脱しており、凝集運転が極めて困難とな
っている。原水のpHを低減させる方法としては、硫酸
や塩酸または二酸化炭素を注入する方法があるが、硫酸
注入法は、硫酸イオンが浄水中に入り、塩酸注入法では
塩素イオンが入るため、腐食性陰イオンの増加となり、
水道配管等の施設の腐食防止の観点から好ましくない。
一方、二酸化炭素はかかる不都合はないものの、これを
大量に効果的に溶解させ、かつメンテナンスが良好に行
える方法と装置が要望されていた。このような装置が必
要とされるのは、原水のpHが高くなったときであっ
て、これには季節的要因が大きく、数カ月に亘って連続
使用することもあれば、数カ月に亘って使用しないこと
もあり、取り付け取り外しが容易に行える装置であるこ
とが望まれる。
2. Description of the Related Art In recent years, surface waters of lakes, marshes, dams, rivers, and the like have become eutrophic due to the incorporation of domestic wastewater and the like, and water quality has tended to deteriorate significantly. As a result of eutrophication, algae proliferate, and due to the photosynthesis, the pH of water is increasing sharply, and the pH of these waters exceeds 9 in many places. In a water purification facility using surface water as raw water, it is urgently necessary to appropriately correct the pH of the raw water. In other words, in addition to ensuring the proper pH as tap water, a water purification facility requires a process of coagulating and separating an underwater suspension as part of its treatment. It is outside the optimum pH range for coagulation, which makes coagulation operation extremely difficult. As a method for reducing the pH of raw water, there is a method of injecting sulfuric acid, hydrochloric acid, or carbon dioxide.However, in the sulfuric acid injection method, sulfate ions enter clean water, and in the hydrochloric acid injection method, chlorine ions enter. Increase in ions,
It is not preferable from the viewpoint of preventing corrosion of facilities such as water pipes.
On the other hand, although carbon dioxide does not have such inconveniences, there has been a demand for a method and an apparatus capable of effectively dissolving the carbon dioxide in a large amount and performing good maintenance. Such equipment is required when the pH of the raw water rises, due to seasonal factors, which may require continuous use for several months or use for several months. In some cases, a device that can be easily attached and detached is desired.

【0003】現今の浄水施設ではpH調整用の酸注入設
備を設置している所は少なく、凝集剤である硫酸アルミ
ニウム(硫酸バンド)やポリ塩化アルミニウム(PAC)か
ら生成する酸を利用し、凝集剤を過剰に注入して水のp
Hを下げ、凝集・沈殿処理のための適正pH範囲の確保
を行っているのが現状である。しかし、凝集剤の過剰注
入は、濾過水中の硫酸イオンや塩素イオンの濃度増加、
発生土の増加、あるいは凝集剤薬品費用の増加等の問題
がある。
[0003] At present, there are few places where an acid injection equipment for pH adjustment is installed in water purification facilities, and the acid generated from aluminum sulfate (sulfuric acid band) or polyaluminum chloride (PAC), which is a coagulant, is used for coagulation. Inject too much agent and p
At present, H is lowered to secure an appropriate pH range for the coagulation / precipitation treatment. However, excessive injection of coagulant increases the concentration of sulfate and chloride ions in the filtered water,
There are problems such as an increase in generated soil or an increase in the cost of a flocculant chemical.

【0004】[0004]

【発明が解決しようとする課題】本発明者等は、上述の
ような現状に鑑み、原水のpHを二酸化炭素を直接所謂
生ガス状態で用いてそのpHを適正範囲に修正する方法
について鋭意研究した結果、二酸化炭素を気泡径5mm
以下の大きさで放出可能な二酸化炭素溶解装置のガス分
散管から水深1m以上の水中に注入するとき、注入した
二酸化炭素のほぼ全部を溶解させることが可能であり、
原水のpHを所望の適正範囲に導くことができることを
見出し、本発明に至った。従って、本発明の課題は、原
水のpHを二酸化炭素を直接所謂生ガス状態で用いてそ
のpHを所望の適正範囲に修正することにあり、特に、
浄水施設における凝集沈殿分離工程前の原水のpHを凝
集沈殿分離のための適正範囲に修正する方法及びそれに
使用する二酸化炭素溶解装置を提供することにある。さ
らには、浄水のpHを水道水としての適正範囲に修正す
ることのできる方法及び装置を提供する。
In view of the above-mentioned situation, the present inventors have intensively studied a method of correcting the pH of raw water to an appropriate range by directly using carbon dioxide in a so-called raw gas state. As a result, carbon dioxide was bubbled 5 mm in diameter.
When injecting into water at a depth of 1 m or more from a gas dispersion pipe of a carbon dioxide dissolving device that can be released in the following size, it is possible to dissolve almost all of the injected carbon dioxide,
The present inventors have found that the pH of raw water can be brought to a desired appropriate range, and have reached the present invention. Therefore, an object of the present invention is to correct the pH of raw water to a desired appropriate range by using carbon dioxide directly in a so-called raw gas state,
It is an object of the present invention to provide a method for correcting the pH of raw water before a coagulation / sedimentation separation step in a water purification facility to an appropriate range for coagulation / sedimentation separation, and a carbon dioxide dissolving apparatus used for the method. Further, the present invention provides a method and a device capable of correcting the pH of purified water to an appropriate range as tap water.

【0005】[0005]

【課題を解決するための手段】本発明は、浄水施設にお
ける原水の水路に、昇降移動可能な二酸化炭素溶解装置
を設け、該二酸化炭素溶解装置に、放出される二酸化炭
素ガス気泡径を5mm以下の大きさで放出可能なガス分
散管が少なくとも10cmよりも広い間隔で複数個設け
られ、この分散管から水深1m以上の水中に二酸化炭素
を注入溶解させることによる原水のpH低減方法に関す
る。また、本発明は、浄水施設の水路に設け、流水のp
Hを低減させる二酸化炭素溶解装置であって、実質的に
矩形である水路に配設した複数の直立したガイドレール
に、二酸化炭素供給配管、ガス分散のための微細孔又は
スリットを有するガス分散管を複数個備えたガス分散器
ヘッダーを昇降移動可能に取り付けてなる浄水処理用二
酸化炭素溶解装置に関する。
According to the present invention, a carbon dioxide dissolving device capable of moving up and down is provided in a raw water channel of a water purification facility, and the carbon dioxide dissolving device has a bubble diameter of carbon dioxide gas released of 5 mm or less. The present invention relates to a method for reducing the pH of raw water by injecting and dissolving carbon dioxide into water at a depth of 1 m or more from this dispersion tube, wherein a plurality of gas dispersion tubes capable of being discharged with a size of at least 1 cm are provided at intervals wider than at least 10 cm. In addition, the present invention is provided in the water channel of the water purification facility,
A carbon dioxide dissolving device for reducing H, wherein a plurality of upright guide rails disposed in a substantially rectangular water channel have a carbon dioxide supply pipe, a gas dispersion pipe having fine holes or slits for gas dispersion. The present invention relates to a carbon dioxide dissolving apparatus for water purification treatment, which is provided with a gas disperser header provided with a plurality of gas dispersers so as to be vertically movable.

【0006】[0006]

【発明の実施の形態】二酸化炭素をアルカリ性の水に注
入するとき溶解することは広く知られているが、水中に
注入した二酸化炭素のほぼ全量を溶解し、かつ、原水を
所望のpHに修正する手段については知られていなかっ
た。本発明においては、表流水を原水とする場合、少な
くとも着水井、混和井、凝集沈殿池、濾過池及び配水池
からなる浄水処理施設の水路とは、各池または井を結ぶ
比較的幅が狭く断面が実質的に矩形である流路を指し、
凝集沈殿池より前のいずれかの水路に二酸化炭素を注入
溶解させ所望のpHに低下させる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS It is widely known that carbon dioxide dissolves when injected into alkaline water, but it dissolves almost all of the carbon dioxide injected into water and corrects raw water to a desired pH. There was no known means of doing so. In the present invention, when surface water is used as raw water, at least a landing well, a mixing well, a coagulation sedimentation basin, a water passage of a water purification treatment facility including a filtration basin and a distribution basin, a relatively narrow width connecting each pond or well. Refers to a channel whose cross section is substantially rectangular,
Inject carbon dioxide into any of the channels before the coagulation sedimentation tank and dissolve it to lower the pH to the desired value.

【0007】このような水路では水は通常0.15m/
秒以下の流速で流れていて、二酸化炭素の溶解について
も静止水とは異なった挙動を示す。この流速0.15m
/秒以下の流水中に、水深1m以上のところ、好ましく
は水底近くに、二酸化炭素を気泡径5mm以下の大きさ
で放出可能な二酸化炭素溶解装置のガス分散管から水深
1m以上の水中に二酸化炭素注入するとき、ガス分散管
から出た気泡は水面に達する前に溶解し消失する。ガス
放出位置が水深1mより浅いときまたはガス分散管から
でる気泡が5mmより大きいときは、二酸化炭素ガスは
水面に達するまでに溶解しきらず大気中に放出され好ま
しくない。原水に注入する必要二酸化炭素の量は、被処
理水のpH及びアルカリ度を計測し、イオンバランスを
算出する。そしてその量を注入するために二酸化炭素溶
解装置の流量調節弁に出力信号を与えることによって所
要量の二酸化炭素の注入を行う。
In such a channel, water is usually 0.15 m /
It flows at a flow rate of less than a second and exhibits a different behavior in dissolving carbon dioxide from static water. This flow rate 0.15m
In flowing water at a depth of 1 m or more, and preferably at a depth of 1 m or more, preferably near the bottom of the water, the carbon dioxide is dispersed into the water at a depth of 1 m or more from a gas dispersion pipe of a carbon dioxide dissolving apparatus capable of releasing carbon dioxide with a bubble diameter of 5 mm or less. When injecting carbon, bubbles that have come out of the gas dispersion tube dissolve and disappear before reaching the water surface. When the gas release position is shallower than 1 m in water depth or when the bubbles coming out of the gas dispersion pipe are larger than 5 mm, the carbon dioxide gas is not completely dissolved until reaching the water surface and is discharged to the atmosphere, which is not preferable. The amount of carbon dioxide required to be injected into the raw water is determined by measuring the pH and alkalinity of the water to be treated and calculating the ion balance. Then, in order to inject the amount, a required amount of carbon dioxide is injected by giving an output signal to a flow control valve of the carbon dioxide dissolving device.

【0008】この二酸化炭素溶解装置としては、例え
ば、図1に示すような装置を使用することができる。図
1において、1はガス分散器ヘッダーであり、気泡発生
微細孔またはスリット(以下、「ノズル」という)を有
するガス分散管2が複数個取り付けられている。3は液
化二酸化炭素貯槽(図示せず)に繋がる配管である。配
管3は、好ましくは該溶解装置に近い位置で二酸化炭素
貯槽から取り外し可能に取り付けられる。また、配管の
全部又は一部は可撓性の配管であることが好ましく、特
にガス分散器ヘッダーに近い部分は可撓性の配管である
ことが好ましい。4はガス分散器ヘッダー1を上下動さ
せるためのガイドレールであり、ガイドレールは好まし
くは水路の路壁に固定して設置される。このガイドレー
ルに沿って、ガス分散器ヘッダー1は電動昇降機5によ
って昇降移動可能に取り付けられる。好ましくは図2に
示すように、ガイドレールと接するガス分散器ヘッダー
1に車輪6を取り付けその昇降移動を容易にする。7は
ストッパーを示す。各ガス分散管は、発生する二酸化炭
素気泡径を5mm以下とできる気泡発生ノズルを有し、
二酸化炭素を気泡径5mm以下で放出でき、かつ、ガス
圧が(水圧+3)kPa で分散管の表面積1m2当たり20
kg/h以上放出することできることが好ましい。また、ガ
ス分散管2は、発生する気泡が水路幅一杯に広がり、か
つ各分散管から発生する気泡が重複して合体しない間隔
に設けるのが好ましく、このような間隔は、用いるガス
分散管にもよるが、10cmより広い間隔、好ましくは1
5cm〜50cm、さらに好ましくは15cm〜30cmであ
る。また、ガス分散管2は、そこから発生する気泡の大
きさ及び(水圧+3)kPa 以上のガス圧が気泡発生量を
調節されたノズルを多数有する金属管、焼結セラミック
管、樹脂多孔管などから実験的に選択して用いることが
できる。
As the carbon dioxide dissolving apparatus, for example, an apparatus as shown in FIG. 1 can be used. In FIG. 1, reference numeral 1 denotes a gas disperser header, on which a plurality of gas dispersing tubes 2 having fine bubbles or slits for generating bubbles (hereinafter, referred to as “nozzles”) are attached. Reference numeral 3 denotes a pipe connected to a liquefied carbon dioxide storage tank (not shown). The pipe 3 is preferably detachably attached to the carbon dioxide storage tank at a position close to the dissolving device. Further, it is preferable that all or a part of the pipe is a flexible pipe, and it is particularly preferable that a part near the gas distributor header is a flexible pipe. Reference numeral 4 denotes a guide rail for moving the gas distributor header 1 up and down, and the guide rail is preferably fixedly installed on a road wall of a waterway. Along the guide rail, the gas distributor header 1 is mounted so as to be vertically movable by an electric elevator 5. Preferably, as shown in FIG. 2, wheels 6 are mounted on the gas distributor header 1 which is in contact with the guide rails to facilitate the ascending and descending movement. Reference numeral 7 denotes a stopper. Each gas dispersion tube has a bubble generation nozzle capable of generating a carbon dioxide bubble diameter of 5 mm or less,
Carbon dioxide can be emitted in the following cell diameter 5 mm, and a surface area 1 m 2 per 20 gas pressure (water pressure +3) kPa in dispersion pipe
Preferably, it can release more than kg / h. Further, the gas dispersion pipe 2 is preferably provided at an interval where the generated bubbles spread to the full width of the water channel and the bubbles generated from the respective dispersion pipes do not overlap and coalesce. Depending on the distance, more than 10 cm, preferably 1 cm
It is 5 cm to 50 cm, more preferably 15 cm to 30 cm. In addition, the gas dispersion tube 2 is a metal tube, a sintered ceramic tube, a resin porous tube, or the like having a large number of nozzles in which the size of bubbles generated therefrom and the gas pressure of (water pressure + 3) kPa or more are adjusted to generate bubbles. Can be used experimentally.

【0009】このような二酸化炭素溶解装置を使用時に
は、好ましくは図3に示すように水路壁にガス分散管が
水流と直交するように、ガス分散管を水路に水深1m以
上でなるべく水底近くに配置する。ガス分散管よりイオ
ンバランス演算で算出された量の二酸化炭素を、ガス流
量調節弁またはガス圧を調整することにより、連続的に
水深1m以上深いところで5mm以下の気泡として発生
させる。ガス分散管から出た二酸化炭素は水面に達する
前に溶解してその全量が水中に溶解して原水のpH低減
に有効に寄与する。このことは、水中に注入した二酸化
炭素を大気中に放散させないため環境を悪化させること
もない。
When such a carbon dioxide dissolving apparatus is used, the gas dispersion pipe is preferably placed near the water bottom at a depth of 1 m or more in the waterway so that the gas dispersion pipe is perpendicular to the water flow as shown in FIG. Deploy. The amount of carbon dioxide calculated by the ion balance calculation from the gas dispersion pipe is continuously generated as bubbles of 5 mm or less at a depth of 1 m or more by adjusting the gas flow rate control valve or the gas pressure. The carbon dioxide discharged from the gas dispersion pipe dissolves before reaching the water surface, and the entire amount thereof dissolves in water, effectively contributing to the reduction of the pH of raw water. This does not deteriorate the environment because the carbon dioxide injected into the water is not released into the atmosphere.

【0010】なお、浄水原水として用いる表流水は、そ
の性質は一定ではなく絶えず変化するが、その変化に対
する二酸化炭素の注入量はイオンバランスを算出補正し
ながら注入すればよい。また、表流水は季節的にも大き
く変化することが知られており、藻類が繁殖する夏期に
はそのpHは高くアルカリ性を示すが、冬季にはそのp
Hは比較的低くpH調整のための二酸化炭素の注入を必
要としない。大雨や藻類が多発する夏期には多量の汚染
物が着水井に流入して二酸化炭素分散管に付着してガス
分散が偏ったり、ガス注入が中断されたりする恐れがあ
る。このようなときは、必要に応じてガス分散器ヘッダ
ー1を水中より引き出してガス分散管を掃除する。ま
た、二酸化炭素の注入を必要としない期間は、ガス分散
器ヘッダー1を水中より引き出してガス分散管を掃除し
保管する。このためには、ガス分散管を備えた分散器ヘ
ッダー1を水中より引き出せる構成であることが必須で
ある。
[0010] The surface water used as the purified water does not have a constant property and is constantly changing, but the amount of carbon dioxide to be changed may be injected while calculating and correcting the ion balance. It is also known that surface water greatly changes seasonally, and its pH is high and alkaline in summer when algae breed.
H is relatively low and does not require injection of carbon dioxide for pH adjustment. In summer, when heavy rains and algae occur frequently, a large amount of contaminants may flow into the landing well and adhere to the carbon dioxide dispersion pipe, resulting in uneven gas dispersion or interruption of gas injection. In such a case, if necessary, the gas distributor header 1 is pulled out of the water to clean the gas distribution tube. Further, during a period in which the injection of carbon dioxide is not required, the gas distributor header 1 is pulled out from the water, and the gas distribution tube is cleaned and stored. For this purpose, it is essential that the disperser header 1 provided with the gas dispersion tube be configured to be drawn out of the water.

【0011】そのような構成として、ガス分散管はガス
分散器ヘッダーに取り外し可能に取り付けられ、ガス分
散器ヘッダー1は昇降移動できることである。昇降機構
の好ましい構成としては、複数のガイドレールとこれに
取り付ける分散器ヘッダーの側面にそれぞれ1個以上車
輪を有する構成とし、電動昇降機により作動させるのが
望ましい。
In such a configuration, the gas distribution tube is detachably attached to the gas distributor header, and the gas distributor header 1 can be moved up and down. As a preferred configuration of the lifting mechanism, a plurality of guide rails and one or more wheels are respectively provided on the side surfaces of the disperser header attached thereto, and it is desirable that the lifting mechanism be operated by an electric lifting device.

【0012】[0012]

【発明の効果】本発明によれば、水道水の浄水工程の
水、特に表流水のpH上昇に対して、二酸化炭素を直接
溶解して、それぞれの所望のpHに調整できる。また二
酸化炭素を注入する水深及び発生する気泡の大きさを特
定することにより、注入した二酸化炭素のほぼ全量を溶
解させ利用することができる。従って、表流水の凝集沈
殿処理時の凝集剤の過剰の使用や強酸で腐食性の強い塩
酸や硫酸の使用を避けることができる。
According to the present invention, it is possible to directly dissolve carbon dioxide to increase the pH of tap water, especially surface water, in the water purification step, and to adjust the pH to each desired value. In addition, by specifying the depth of water into which carbon dioxide is injected and the size of generated bubbles, almost the entire amount of injected carbon dioxide can be dissolved and used. Therefore, it is possible to avoid excessive use of a flocculant at the time of flocculation and sedimentation treatment of surface water and use of hydrochloric acid or sulfuric acid which is strongly corrosive with a strong acid.

【0013】[0013]

【実験例】実験には、幅50mm、長さ5000mm、高さ2000mm
の槽の底部に樹脂製二酸化炭素ガス分散管および槽側部
にガス分散管の水深を変えるためにガス分散管からの高
さ500mm 、750mm 、1000mm、1250mm、1500mmの位置に水
流出口を設けた吸収槽を用い、二酸化炭素ガス溶解装置
として、上記いずれの位置からもガス圧が水圧 + 3kPa
のとき発生する気泡の大きさが5mm 以下となるスリット
を有する分散管(φ63×50mm) 「キャリオックス」(商
品名:昭和ゴム株式会社製)を使用した。二酸化炭素の
吸収効率の実験は、pH9.10、アルカリ度35mg/l、カルシ
ウム硬度40mg/lの河川水を42トン/h で流し同時に二酸
化炭素を0.19Nm3/h(ガス圧を水圧+ 3kPaに調整)で注
入して行った。二酸化炭素の注入率は9mg/l であった。
吸収槽の出口で流水を採取分析して二酸化炭素の吸収効
率を求めた。なお、ガス分散管の二酸化炭素ガス注入速
度は38kg/m2・h であった。
[Experimental example] In the experiment, width 50mm, length 5000mm, height 2000mm
A water outlet was provided at a height of 500 mm, 750 mm, 1000 mm, 1250 mm, 1500 mm from the gas dispersion tube to change the water depth of the resin carbon dioxide gas dispersion tube at the bottom of the tank and the gas dispersion tube at the side of the tank. Using an absorption tank, as a carbon dioxide gas dissolving device, gas pressure from any of the above positions is water pressure + 3 kPa
A dispersion tube (φ63 × 50 mm) “Caliox” (trade name, manufactured by Showa Rubber Co., Ltd.) having a slit in which the size of bubbles generated at the time of (1) was 5 mm or less was used. The experiment on carbon dioxide absorption efficiency was as follows: River water with pH 9.10, alkalinity 35 mg / l, calcium hardness 40 mg / l was flowed at 42 tons / h, and simultaneously carbon dioxide was 0.19 Nm 3 / h (gas pressure was +3 kPa Adjustment). The injection rate of carbon dioxide was 9 mg / l.
At the outlet of the absorption tank, running water was sampled and analyzed to determine the carbon dioxide absorption efficiency. The carbon dioxide gas injection speed of the gas dispersion tube was 38 kg / m 2 · h.

【表1】 ─────────────────────────────────── ガス分散管水深 500mm 750mm 1000mm 1250mm 1500mm ─────────────────────────────────── 処理水pH 7.04 7.00 7.00 6.98 6.98 CO2 吸収効率 90.5 93.4 99.1 99.7 99.9 ─────────────────────────────────── この実験から、ガス分散管位置が水深1m以上の位置か
ら放出される気泡の大きさが5mm 以下であるとき、二酸
化炭素は99% 以上の吸収効率で吸収され大気中に放散さ
せることなく有効利用できることが分かった。
[Table 1] 水 Gas dispersion pipe water depth 500mm 750mm 1000mm 1250mm 1500mm ──処理 Treated water pH 7.04 7.00 7.00 6.98 6.98 CO 2 absorption efficiency 90.5 93.4 99.1 99.7 99.9か ら From this experiment, it was found that the position of the gas dispersion pipe was It was found that when the size of the released bubbles is 5 mm or less, carbon dioxide is absorbed with an absorption efficiency of 99% or more and can be used effectively without being released into the atmosphere.

【0014】[0014]

【実施例】pH9.10 、総アルカリ度35mg/l、カルシウ
ム硬度40mg/l、濁度5度の表流水を1,20,000トン/日で
浄水施設の着水井に入れ、二酸化炭素を注入してpHの
調整を行った。pH9.10の表流水を凝集沈殿に適するp
H7.0 にするのに必要な二酸化炭素注入率は、上記表流
水のアルカリ度からイオンバランスを算出すると、120,
000 トン/日の表流水に対しては23Nm3/h の二酸化炭素
が必要であった。二酸化炭素溶解装置は、実験例で用い
たガス分散管と同様に、ガス圧 3kPa にて5mm 以下の気
泡を発生するスリットを有するガス分散管(φ63×500m
m)「キャリオックス」(商品名:昭和ゴム株式会社製)
を12cm間隔で10本取り付けた図1に示すような構造から
なり、着水井後の水路(幅 2m ,深さ6 m :水の流速0.
12m /秒)に、ガイドレールを路壁に固定して設置し
た。二酸化炭素の注入は、ガス分散管を水深5mのところ
に位置させ、23Nm3/h の二酸化炭素をガス圧 53kPaにて
注入して行い、7m下流に設置したサンプリング部で採水
して水質分析したところ、pH6.98、総アルカリ度35mg
/l、カルシウム硬度40mg/l、遊離炭酸7mg/l になってお
り、二酸化炭素の吸収効率は99.9% であった。なお、こ
の水に凝集剤PAC を20mg/l添加したところ、浮遊物の凝
集沈殿は良好に行われた。
[Example] Surface water having a pH of 9.10, a total alkalinity of 35 mg / l, a calcium hardness of 40 mg / l, and a turbidity of 5 degrees is put into a landing well of a water purification facility at 120,000 tons / day, and carbon dioxide is injected. The pH was adjusted. Suitable for coagulation sedimentation of pH 9.10 surface water
The carbon dioxide injection rate required to make H7.0 is 120, when the ion balance is calculated from the alkalinity of the above surface water.
23 Nm 3 / h of carbon dioxide was required for 000 tonnes / day of surface water. Similar to the gas dispersion tube used in the experimental example, the carbon dioxide dissolution apparatus is a gas dispersion tube (φ63 × 500 m
m) Carryox (trade name: Showa Rubber Co., Ltd.)
It has a structure as shown in Fig. 1 in which 10 are installed at intervals of 12 cm, and a water channel (2 m wide, 6 m deep: water flow rate of 0.
At 12m / sec), the guide rail was fixed to the road wall. Carbon dioxide was injected by placing the gas dispersion tube at a depth of 5 m, injecting 23 Nm 3 / h of carbon dioxide at a gas pressure of 53 kPa, and sampling water at the sampling unit 7 m downstream to analyze water quality. PH 6.98, total alkalinity 35 mg
/ l, calcium hardness 40mg / l, free carbonic acid 7mg / l, and the absorption efficiency of carbon dioxide was 99.9%. When 20 mg / l of flocculant PAC was added to this water, flocculation and sedimentation of suspended matter was successfully performed.

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

【図1】本発明に係わる二酸化炭素溶解装置を示す図で
ある。
FIG. 1 is a view showing a carbon dioxide dissolving apparatus according to the present invention.

【符号の説明】[Explanation of symbols]

1は、ガス分散器ヘッダー 2は、ガス分散管 3は、二酸化炭素供給配管 4は、ガイドレール 5は、電動昇降装置 1 is a gas distributor header 2 is a gas distribution pipe 3 is a carbon dioxide supply pipe 4 is a guide rail 5 is an electric lifting device

【図2】二酸化炭素溶解装置のガイドとガス分散器ヘッ
ダーとの連結部の横断面図
FIG. 2 is a cross-sectional view of a connection portion between a guide of the carbon dioxide dissolving apparatus and a gas disperser header.

【符号の説明】[Explanation of symbols]

6は、車輪 7は、ストッパー 6 is a wheel 7 is a stopper

【図3】本発明に係わる二酸化炭素溶解装置を水路に取
付けた1例を示す図である。
FIG. 3 is a diagram showing an example in which the carbon dioxide dissolving device according to the present invention is attached to a water channel.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C02F 1/66 530 C02F 1/66 530Z 540 540Z ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C02F 1/66 530 C02F 1/66 530Z 540 540Z

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 浄水施設における原水の水路に、昇降移
動可能な二酸化炭素溶解装置を設け、該二酸化炭素溶解
装置に複数個のガス分散管が設けられ、二酸化炭素を該
ガス分散管に設けられた気泡径5mm以下の大きさで放
出可能な微細孔又はスリットから水深1m以上の水中に
二酸化炭素を供給することを特徴とする浄水施設におけ
る原水のpH低減方法。
1. A carbon dioxide dissolving device capable of moving up and down is provided in a raw water channel of a water purification facility, a plurality of gas dispersion tubes are provided in the carbon dioxide dissolution device, and carbon dioxide is provided in the gas dispersion tube. A method for reducing the pH of raw water in a water purification facility, comprising supplying carbon dioxide into water at a depth of 1 m or more from a fine hole or slit capable of being discharged with a bubble diameter of 5 mm or less.
【請求項2】 少なくとも着水井、混和井、凝集沈殿
池、濾過池及び配水池からなるいずれかの浄水処理施設
において、凝集沈殿池より前の水路に二酸化炭素溶解装
置を設け、該二酸化炭素溶解装置に複数個のガス分散管
が設けられ、二酸化炭素を該ガス分散管に設けられた気
泡径5mm以下の大きさで放出可能な微細孔又はスリッ
トから水深1m以上の水中に二酸化炭素を供給すること
を特徴とする浄水施設における原水のpH低減方法。
2. A carbon dioxide dissolving device is provided in a water channel before the coagulation sedimentation tank in at least one of a water purification treatment facility consisting of a landing well, a mixing well, a coagulation sedimentation tank, a filtration pond, and a distribution reservoir. A plurality of gas dispersion tubes are provided in the apparatus, and carbon dioxide is supplied into water at a depth of 1 m or more from micropores or slits provided in the gas dispersion tube and capable of discharging bubbles with a bubble diameter of 5 mm or less. A method for reducing the pH of raw water in a water purification facility.
【請求項3】 該ガス分散管内のガス圧が(水圧+3)
kPa 以上で二酸化炭素をガス分散管の表面積1m2当たり
20kg/h以上放出するガス分散管を少なくとも10cm
より広い間隔で複数個取り付けた二酸化炭素溶解装置で
ある請求項1に記載のpH低減方法。
3. The gas pressure in the gas dispersion pipe is (water pressure + 3).
At least 10 cm of gas dispersion tube that emits carbon dioxide at 20 kg / h or more per 1 m 2 of surface area of the gas dispersion tube at kPa or more
The pH reduction method according to claim 1, wherein a plurality of carbon dioxide dissolving devices are mounted at wider intervals.
【請求項4】 目標pHにするための二酸化炭素量は、
原水のpH及びアルカリ度を計測し、イオンバランスを
算出し、その量を溶解するために二酸化炭素溶解装置の
流量調節弁に出力信号を与え、二酸化炭素を気泡径5m
m以下の大きさで放出可能なガス分散管から水深1m以
上の水中に二酸化炭素を注入する請求項1に記載のpH
低減方法。
4. The amount of carbon dioxide to reach the target pH is:
Measure the pH and alkalinity of the raw water, calculate the ion balance, give an output signal to the flow control valve of the carbon dioxide dissolving device to dissolve the amount,
2. The pH according to claim 1, wherein carbon dioxide is injected into water at a depth of 1 m or more from a gas dispersion pipe capable of being discharged with a size of 1 m or less.
Reduction method.
【請求項5】 浄水施設において原水に二酸化炭素を溶
解させる装置であって、断面が実質的に矩形である水路
に配設した複数の直立したガイドレールに、二酸化炭素
供給配管、ガス分散のための微細孔又はスリットを有す
るガス分散管を備えたガス分散器ヘッダーを昇降移動可
能に取り付けてなる浄水処理用二酸化炭素溶解装置。
5. An apparatus for dissolving carbon dioxide in raw water in a water purification facility, comprising: a plurality of upright guide rails disposed in a water channel having a substantially rectangular cross section; A carbon dioxide dissolving apparatus for water purification treatment, comprising a gas disperser header provided with a gas dispersing tube having fine holes or slits as described above.
【請求項6】 該ガス分散管が二酸化炭素をガス圧が
(水圧+3)kPa 以上で二酸化炭素をガス分散管の表面
積1m2当たり20kg/h以上放出するとき、分散管出気泡
を気泡径5mm以下の大きさで放出可能なガス分散管で
ある請求項5に記載の浄水処理用二酸化炭素溶解装置。
6. When the gas dispersion tube emits carbon dioxide at a gas pressure of (water pressure + 3) kPa or more and carbon dioxide at a pressure of 20 kg / h or more per 1 m 2 of surface area of the gas dispersion tube, the gas discharged from the dispersion tube has a bubble diameter of 5 mm. The carbon dioxide dissolving apparatus for water purification according to claim 5, which is a gas dispersion pipe capable of being discharged in the following sizes.
【請求項7】 該ガス分散器ヘッダーにガス分散管を少
なくとも10cmより広い間隔で複数個取り付けられて
いる請求項5または6に記載の浄水処理用二酸化炭素溶
解装置。
7. The carbon dioxide dissolving apparatus for water purification treatment according to claim 5, wherein a plurality of gas dispersion tubes are attached to the gas distributor header at intervals larger than at least 10 cm.
【請求項8】 該ガス分散管は、水面上にて取り外し可
能である請求項5乃至7のいずれかに記載の浄水処理用
二酸化炭素溶解装置。
8. The carbon dioxide dissolving apparatus for water purification according to claim 5, wherein the gas dispersion pipe is detachable on the water surface.
JP2000371871A 2000-12-06 2000-12-06 Method for reducing pH of raw water in water purification facility and apparatus used therefor Expired - Lifetime JP3457642B2 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101011434B1 (en) * 2008-10-28 2011-01-28 코오롱건설주식회사 Apparatus for supplying air for cleaning membrane of immersion type separation membrane filter tank
JP2014054615A (en) * 2012-08-16 2014-03-27 Ihi Corp Neutralization apparatus, neutralization system, and neutralization method
WO2015034162A1 (en) * 2013-09-09 2015-03-12 세종대학교산학협력단 Apparatus for producing and analyzing carbon dioxidefoam for reservoir requirement
KR101769516B1 (en) * 2015-10-19 2017-08-21 (주)가람이앤씨 Green tide removal apparatus using ultrasonic wave

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101011434B1 (en) * 2008-10-28 2011-01-28 코오롱건설주식회사 Apparatus for supplying air for cleaning membrane of immersion type separation membrane filter tank
JP2014054615A (en) * 2012-08-16 2014-03-27 Ihi Corp Neutralization apparatus, neutralization system, and neutralization method
WO2015034162A1 (en) * 2013-09-09 2015-03-12 세종대학교산학협력단 Apparatus for producing and analyzing carbon dioxidefoam for reservoir requirement
KR101769516B1 (en) * 2015-10-19 2017-08-21 (주)가람이앤씨 Green tide removal apparatus using ultrasonic wave

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