JPH0785797B2 - Condensate filter - Google Patents
Condensate filterInfo
- Publication number
- JPH0785797B2 JPH0785797B2 JP62156547A JP15654787A JPH0785797B2 JP H0785797 B2 JPH0785797 B2 JP H0785797B2 JP 62156547 A JP62156547 A JP 62156547A JP 15654787 A JP15654787 A JP 15654787A JP H0785797 B2 JPH0785797 B2 JP H0785797B2
- Authority
- JP
- Japan
- Prior art keywords
- condensate
- hollow fiber
- iron oxide
- filtration
- tower
- 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 - Fee Related
Links
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 claims description 92
- 239000012510 hollow fiber Substances 0.000 claims description 91
- 238000001914 filtration Methods 0.000 claims description 64
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims description 37
- 239000001301 oxygen Substances 0.000 claims description 37
- 229910052760 oxygen Inorganic materials 0.000 claims description 37
- 239000007800 oxidant agent Substances 0.000 claims description 30
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 claims description 10
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 49
- 235000013980 iron oxide Nutrition 0.000 description 46
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 29
- 150000002500 ions Chemical class 0.000 description 23
- 239000012528 membrane Substances 0.000 description 21
- 238000004140 cleaning Methods 0.000 description 14
- 238000005260 corrosion Methods 0.000 description 12
- 230000007797 corrosion Effects 0.000 description 12
- 230000001590 oxidative effect Effects 0.000 description 11
- 238000005406 washing Methods 0.000 description 11
- 239000007789 gas Substances 0.000 description 9
- 238000006243 chemical reaction Methods 0.000 description 8
- 238000005192 partition Methods 0.000 description 7
- 239000000126 substance Substances 0.000 description 6
- 239000010419 fine particle Substances 0.000 description 5
- 239000012535 impurity Substances 0.000 description 5
- 239000000243 solution Substances 0.000 description 5
- 239000002253 acid Substances 0.000 description 4
- 238000002347 injection Methods 0.000 description 4
- 239000007924 injection Substances 0.000 description 4
- 238000007254 oxidation reaction Methods 0.000 description 4
- 239000002901 radioactive waste Substances 0.000 description 4
- NWUYHJFMYQTDRP-UHFFFAOYSA-N 1,2-bis(ethenyl)benzene;1-ethenyl-2-ethylbenzene;styrene Chemical compound C=CC1=CC=CC=C1.CCC1=CC=CC=C1C=C.C=CC1=CC=CC=C1C=C NWUYHJFMYQTDRP-UHFFFAOYSA-N 0.000 description 3
- 229910000975 Carbon steel Inorganic materials 0.000 description 3
- MUBZPKHOEPUJKR-UHFFFAOYSA-N Oxalic acid Chemical compound OC(=O)C(O)=O MUBZPKHOEPUJKR-UHFFFAOYSA-N 0.000 description 3
- 238000009835 boiling Methods 0.000 description 3
- 239000010962 carbon steel Substances 0.000 description 3
- 239000003638 chemical reducing agent Substances 0.000 description 3
- KRKNYBCHXYNGOX-UHFFFAOYSA-N citric acid Chemical compound OC(=O)CC(O)(C(O)=O)CC(O)=O KRKNYBCHXYNGOX-UHFFFAOYSA-N 0.000 description 3
- 238000011109 contamination Methods 0.000 description 3
- 238000005115 demineralization Methods 0.000 description 3
- 230000002328 demineralizing effect Effects 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- SZVJSHCCFOBDDC-UHFFFAOYSA-N iron(II,III) oxide Inorganic materials O=[Fe]O[Fe]O[Fe]=O SZVJSHCCFOBDDC-UHFFFAOYSA-N 0.000 description 3
- 239000011148 porous material Substances 0.000 description 3
- 238000010248 power generation Methods 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 229910002588 FeOOH Inorganic materials 0.000 description 2
- VEXZGXHMUGYJMC-UHFFFAOYSA-N Hydrochloric acid Chemical compound Cl VEXZGXHMUGYJMC-UHFFFAOYSA-N 0.000 description 2
- 239000003957 anion exchange resin Substances 0.000 description 2
- 239000003729 cation exchange resin Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 239000000460 chlorine Substances 0.000 description 2
- 238000004891 communication Methods 0.000 description 2
- 238000000151 deposition Methods 0.000 description 2
- 238000010612 desalination reaction Methods 0.000 description 2
- 238000011033 desalting Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- VBMVTYDPPZVILR-UHFFFAOYSA-N iron(2+);oxygen(2-) Chemical class [O-2].[Fe+2] VBMVTYDPPZVILR-UHFFFAOYSA-N 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000003647 oxidation Effects 0.000 description 2
- 239000000941 radioactive substance Substances 0.000 description 2
- 206010003445 Ascites Diseases 0.000 description 1
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 1
- MYMOFIZGZYHOMD-UHFFFAOYSA-N Dioxygen Chemical compound O=O MYMOFIZGZYHOMD-UHFFFAOYSA-N 0.000 description 1
- 239000005708 Sodium hypochlorite Substances 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- 238000011001 backwashing Methods 0.000 description 1
- 229910052801 chlorine Inorganic materials 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000007872 degassing Methods 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 229910001882 dioxygen Inorganic materials 0.000 description 1
- GRWZHXKQBITJKP-UHFFFAOYSA-L dithionite(2-) Chemical compound [O-]S(=O)S([O-])=O GRWZHXKQBITJKP-UHFFFAOYSA-L 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000003456 ion exchange resin Substances 0.000 description 1
- 229920003303 ion-exchange polymer Polymers 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000007935 neutral effect Effects 0.000 description 1
- 230000003472 neutralizing effect Effects 0.000 description 1
- 235000006408 oxalic acid Nutrition 0.000 description 1
- 125000002081 peroxide group Chemical group 0.000 description 1
- 150000002978 peroxides Chemical class 0.000 description 1
- 229920000098 polyolefin Polymers 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000035484 reaction time Effects 0.000 description 1
- 102200052313 rs9282831 Human genes 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- SUKJFIGYRHOWBL-UHFFFAOYSA-N sodium hypochlorite Chemical compound [Na+].Cl[O-] SUKJFIGYRHOWBL-UHFFFAOYSA-N 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E30/00—Energy generation of nuclear origin
- Y02E30/30—Nuclear fission reactors
Landscapes
- Separation Using Semi-Permeable Membranes (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
Description
【発明の詳細な説明】 <産業上の利用分野> 本発明は火力発電所、電子力発電所等の復水中に含まれ
る酸化鉄に起因するクラッドを除去するために設置され
る中空糸モジュールを利用した濾過装置に関するもので
ある。DETAILED DESCRIPTION OF THE INVENTION <Industrial field of application> The present invention relates to a hollow fiber module installed in a thermal power plant, an electronic power plant or the like for removing a clad due to iron oxide contained in condensate. The present invention relates to a filtering device used.
<従来の技術> 火力発電所や原子力発電所等の復水の処理装置として、
近年になって中空糸モジュールを用いた濾過塔で先ず復
水中の酸化鉄微粒子等に起因するクラッドを濾過により
除去し、次いで当該濾過水をカチオン交換樹脂とアニオ
ン交換樹脂の混床式脱塩塔で処理して溶存するFe2+イオ
ン等の不純物イオンを除去する方式の復水処理装置が提
案されている。第2図は、このような方式の復水処理装
置を含む、沸騰水型(BWR型)原子力発電所の発電設備
のフローを示したものであり、BWR型原子炉1で発生し
たスチームはタービン2を経て復水器3に送給され、当
該復水器3で凝縮されて復水となる。当該復水中には、
タービン2あるいは配管等の腐食によって持たらされる
酸化鉄微粒子に起因するクラッドや微量の不純物イオン
が含まれているので、これを復水ポンプ4を介して中空
糸モジュールを用いた濾過塔5に送給して先ず復水中の
クラッドを除去し、次いで濾過水をカチオン交換樹脂と
アニオン交換樹脂の混床式脱塩塔6に送給して不純物イ
オンの除去を行う。クラッド及び不純物イオンを除去さ
れた復水は、例えば酸素ボンベ及びレギュレーターから
なる酸素注入装置7によって所定量の酸素を注入された
後、ヒーター8を経て再びBWR型原子炉1に循環され
る。なお、混床式脱塩塔6で処理した復水に酸素を注入
する理由は、前述のヒーター8あるいは配管等の腐食を
抑制するためである。すなわち、酸素は本来ヒーター8
や配管等の材質である炭素鋼やステンレス鋼の腐食を促
進するものであるから、前記発電所の復水においては、
復水中の溶存酸素を極力少なくしなければならないが、
溶存酸素濃度があまりに低くなり過ぎると逆に腐食が促
進される。第3図は炭素鋼の腐食速度と溶存酸素濃度と
の関係を示したもので、これからわかるように溶存酸素
濃度が概略0.7ppmを超えると腐食速度が著しく大きく、
それ以下で小さいのは当然であるが、溶存酸素濃度が概
略0.02ppm(20ppb)以下というような極めて低濃度にな
ると、逆に腐食速度が再び大きくなる。しかるに、前述
のBWR型原子力発電所においては、タービン2を経て復
水器3に送給されたスチームを、減圧下で濃縮して復水
となしている関係から、当該復水中の溶存酸素濃度は2
〜10ppbというような極めて低濃度まで脱気されてしま
う。すなわち、第3図からわかるように、当該濃度は腐
食速度の大きい領域に属するので好ましくなく、よっ
て、前述の如く、当該復水中の溶存酸素濃度が第3図に
おける腐食速度の小さい濃度領域に入るように、当該復
水に所定量の酸素を供給するのである。<Prior art> As a condensate treatment device for thermal power plants and nuclear power plants,
In recent years, in a filtration tower using a hollow fiber module, first, the clad caused by iron oxide fine particles in the condensate is removed by filtration, and then the filtered water is a mixed-bed desalting tower of a cation exchange resin and an anion exchange resin. There has been proposed a condensate treatment device of a type in which impurity ions such as dissolved Fe 2+ ions are removed by treatment with. FIG. 2 shows a flow of power generation equipment of a boiling water (BWR) nuclear power plant including such a condensate treatment device, and steam generated in the BWR reactor 1 is a turbine. It is sent to the condenser 3 via 2 and condensed in the condenser 3 to be condensed water. During the condensate,
Since clad and trace amount of impurity ions due to iron oxide fine particles caused by corrosion of the turbine 2 or piping are contained, they are passed through the condensate pump 4 to the filtration tower 5 using the hollow fiber module. First, the clad in the condensate is removed by feeding, and then the filtered water is fed to the mixed bed type desalting tower 6 of the cation exchange resin and the anion exchange resin to remove the impurity ions. The condensate from which the clad and the impurity ions have been removed is injected with a predetermined amount of oxygen by an oxygen injection device 7 including, for example, an oxygen cylinder and a regulator, and then circulated through the heater 8 to the BWR reactor 1 again. The reason for injecting oxygen into the condensate treated in the mixed bed desalination tower 6 is to suppress the above-mentioned corrosion of the heater 8 or the pipes. That is, oxygen is originally the heater 8
Since it promotes corrosion of carbon steel and stainless steel, which are materials such as pipes and pipes, in the condensate of the power plant,
It is necessary to minimize the dissolved oxygen in the condensate,
On the contrary, when the dissolved oxygen concentration becomes too low, corrosion is accelerated. Figure 3 shows the relationship between the corrosion rate of carbon steel and the dissolved oxygen concentration. As can be seen, when the dissolved oxygen concentration exceeds approximately 0.7 ppm, the corrosion rate is significantly high.
It is natural that it is smaller than that, but when the dissolved oxygen concentration becomes extremely low such as approximately 0.02 ppm (20 ppb) or less, the corrosion rate increases again. However, in the above-mentioned BWR type nuclear power plant, since the steam sent to the condenser 3 via the turbine 2 is condensed under reduced pressure to form condensate, the dissolved oxygen concentration in the condensate is concerned. Is 2
It will be degassed to an extremely low concentration of ~ 10 ppb. That is, as can be seen from FIG. 3, this concentration is not preferable because it belongs to the region where the corrosion rate is high. Therefore, as described above, the dissolved oxygen concentration in the condensate falls within the region where the corrosion rate is low in FIG. Thus, a predetermined amount of oxygen is supplied to the condensate.
前述のような復水処理装置に用いられている中空糸モジ
ュールを用いた濾過塔5を詳しく説明すると、膜面に0.
01μ〜1μあるいは分画分子量が500〜1,000,000の性能
を有する微細孔を多数有し、かつ、外径0.3〜2mm、内径
0.2〜1.5mmの中空糸状に成型された中空糸を多数本束ね
て中空糸モジュールを形成し、当該中空糸の外側から内
側へ、あるいは内側から外側へというように、各中空糸
の一方の側から他方の側へ復水を通過させて各中空糸の
一方の側で酸化鉄微粒子を濾過し、他方の側から得る濾
過水を集合して濾過塔5から流出させるものであり、今
のところ各中空糸の外側から内側へ復水を通過させる、
いわゆる外圧型濾過が主流を占めている。The filtration tower 5 using the hollow fiber module used in the condensate treatment apparatus as described above will be described in detail.
01μ to 1μ or a large number of fine pores with a molecular weight cutoff of 500 to 1,000,000 and an outer diameter of 0.3 to 2 mm, an inner diameter
A large number of hollow fibers of 0.2 to 1.5 mm are bundled to form a hollow fiber module, and one side of each hollow fiber is arranged from the outside to the inside or from the inside to the outside of the hollow fiber. To pass the condensate to the other side to filter the iron oxide fine particles on one side of each hollow fiber, and to collect the filtered water obtained from the other side to flow out from the filtration tower 5. Passing condensate from the outside to the inside of each hollow fiber,
So-called external pressure type filtration is the mainstream.
また、このような濾過の続行により濾過塔5の差圧が上
昇した際には、酸化鉄が付着している中空糸の原水側の
膜面を空気等の気体でバブリングしたり、あるいは中空
糸の他方の側から一方の側へ気体、水等の流体を逆流さ
せたりして中空糸から酸化鉄を剥離し、酸化鉄を多量に
含む洗浄排液を得る洗浄を行い、当該洗浄と前記濾過を
順次繰り返して処理を行うものである。Further, when the differential pressure in the filtration tower 5 increases due to the continuation of such filtration, the raw water side membrane surface of the hollow fiber to which iron oxide is attached is bubbled with a gas such as air, or the hollow fiber is blown. The iron oxide is peeled from the hollow fiber by backflowing a fluid such as gas or water from the other side to the one side of the hollow fiber, and a cleaning drainage solution containing a large amount of iron oxide is obtained. Is sequentially repeated to perform processing.
以上説明したごとく中空糸モジュールを用いる濾過塔
は、復水を各中空糸で直接濾過するので、従来から行わ
れている微粉末状イオン交換樹脂等の濾過助剤を用いる
プレコート式濾過塔と比較して、洗浄排液中に含まれる
固形物量が極めて少量であり、特に沸騰水型原子力発電
所の復水のごとく、放射性物質を含む酸化鉄の除去に適
している。As described above, since the filter tower using the hollow fiber module directly filters the condensate with each hollow fiber, it is compared with the pre-coated filter tower using the filter aid such as the conventional fine powder ion exchange resin. In addition, the amount of solids contained in the cleaning effluent is extremely small, and it is particularly suitable for removing iron oxide containing radioactive substances like condensate of a boiling water nuclear power plant.
すなわちプレコート式濾過塔の場合は、その洗浄の際に
濾過により除去した酸化鉄とともに、当該酸化鉄より圧
倒的多量の使用済プレコート剤をも含む洗浄排液が排出
されるが、中空糸モジュールを用いる濾過塔における洗
浄排液には、このような使用済プレコート剤が一切含ま
れることがないので、放射性廃棄物処理の対象となる固
形物が著しく低減できるという利点を有している。That is, in the case of a precoating type filtration tower, the cleaning wastewater containing an overwhelmingly large amount of the used precoating agent than the iron oxide is discharged together with the iron oxide removed by filtration during the cleaning. Since the cleaning drainage in the filtration tower to be used does not contain such a used precoating agent at all, it has an advantage that the solid matter to be treated for radioactive waste can be significantly reduced.
<発明が解決しようとする問題点> 上述したような中空糸モジュールを用いた濾過塔で比較
的長期間復水の処理を行うと、前記気体や水を用いる洗
浄を実施しても、差圧がもとの状態に戻らなくなること
がある。このことは復水を中空糸の外側から内側に濾過
する外圧型濾過タイプの中空糸モジュールを用いた濾過
塔において特に顕著である。<Problems to be Solved by the Invention> When the condensate treatment is performed for a relatively long time in the filtration tower using the hollow fiber module as described above, even if the cleaning is performed using the gas or water, the differential pressure is increased. May not return to the original state. This is particularly remarkable in a filtration tower using an external pressure type filtration type hollow fiber module for filtering condensed water from the outside to the inside of the hollow fiber.
そこでこのような状態に至った外圧型濾過タイプの中空
糸モジュールを調査したところ、本来付着するはずのな
い中空糸の内側、すなわち、濾過水側の膜面に酸化鉄が
強固に付着しており、そのために濾過水の流通路である
中空糸の内部が狭くなって差圧を上昇させていることが
明らかとなった。Therefore, when an external pressure type filtration type hollow fiber module which has reached such a state was investigated, iron oxide was strongly adhered to the inside of the hollow fiber which should not originally adhere, that is, the membrane surface on the filtered water side. Therefore, it became clear that the inside of the hollow fiber, which is the flow path of the filtered water, was narrowed to increase the differential pressure.
この原因については、今のところ明らかでないが、一応
以下のように推定される。The reason for this is not clear at present, but it is presumed as follows.
すなわち、復水中に含まれるクラッドは、Fe3O4、Fe
2O3、FeOOHなどの形態の酸化鉄からなり、それらの組成
は一定せずに把握しにくいが、一般に、発電設備の定常
運転時(いわゆる温水循環時)にはFe3O4(マグネタイ
ト)が多くなる。マグネタイトは、Fe2+とFe3+とが1:2
の割合で構成される化合物であり、pHが中性でかつ、復
水器内の脱気によって溶存酸素濃度が極めて低くなった
状態下の復水中では、マグネタイト中の前記Fe2+が非常
に溶解し易くなる。その結果、復水器を経た復水中には
Fe2+イオンが比較的多く存在するようになる。また、前
述の説明で明らかな如く、復水器を経た復水は、溶存酸
素濃度が低いので腐食性も高く、よって復水器から濾過
塔に至る間に配管等の腐食を促進することとなり、この
点も濾過塔に供給される復水中にFe2+イオンが増加する
要因となる。すなわち、第2図において、復水器3及び
復水ポンプ4を経て濾過塔5に送給される復水中には、
酸化鉄微粒子は勿論であるが、Fe2+イオンも比較的多く
含まれるようになる。That is, the clad contained in the condensate contains Fe 3 O 4 and Fe.
It consists of iron oxides in the form of 2 O 3 , FeOOH, etc., and their composition is not constant and difficult to grasp, but in general, during steady operation of power generation equipment (so-called hot water circulation), Fe 3 O 4 (magnetite) Will increase. In magnetite, Fe 2+ and Fe 3+ are 1: 2
In the condensate under a condition where the pH is neutral and the dissolved oxygen concentration is extremely low due to degassing in the condenser, the Fe 2+ in the magnetite is extremely high. It becomes easy to dissolve. As a result, in the condensate after passing through the condenser,
Fe 2+ ions are present in relatively large numbers. Further, as is clear from the above explanation, the condensate that has passed through the condenser is highly corrosive because of its low dissolved oxygen concentration, and therefore promotes the corrosion of piping etc. between the condenser and the filtration tower. However, this point also causes an increase in Fe 2+ ions in the condensate supplied to the filtration tower. That is, in FIG. 2, during the condensate fed to the filtration tower 5 via the condenser 3 and the condensate pump 4,
Not only iron oxide fine particles but also Fe 2+ ions are relatively contained in a large amount.
このような復水を、その孔径が0.01〜0.1μという微細
孔を有する中空糸からなるモジュールで濾過した場合に
は、酸化鉄の微粒子は中空糸の外側で捕捉されるが、Fe
2+イオンは膜を通過して中空糸内部に達し、濾過された
復水中に残留することなる。一方、当該濾過された復水
中には、前述の如くたとえ僅かであっても溶存酸素が存
在する(通常2〜10ppb)ので、これが中空糸内部に通
過したFe2+イオンの一部を酸化してFe3+イオンを生成す
ると考えられる。Fe3+イオンはFe2+イオンと異なり溶解
度が非常に小さいため直ちにFeOOH等の酸化鉄として析
出する。なお、復水中の溶存酸素濃度は、中空糸膜を通
過する前と後とで変化しない考えられるにもかかわら
ず、何故中空糸膜を通過した後にFe2+イオンがFe3+イオ
ンに酸化されるのか明らかでないが、例えば、復水が中
空糸膜を通過する際に当該酸化反応が促進されるのでは
ないかということも考えられる。When such condensate is filtered through a module composed of hollow fibers having fine pores with a pore size of 0.01 to 0.1 μ, fine particles of iron oxide are captured outside the hollow fibers.
The 2+ ions pass through the membrane, reach the inside of the hollow fiber, and remain in the filtered condensate. On the other hand, since dissolved oxygen exists in the filtered condensate water (usually 2 to 10 ppb) as described above, it oxidizes a part of Fe 2+ ions that have passed inside the hollow fiber. It is thought that Fe 3+ ions are generated. Unlike Fe 2+ ions, Fe 3+ ions have a very low solubility, so they are immediately precipitated as iron oxides such as FeOOH. Although it is considered that the dissolved oxygen concentration in the condensate does not change before and after passing through the hollow fiber membrane, why the Fe 2+ ion is oxidized to Fe 3+ ion after passing through the hollow fiber membrane. Although it is not clear whether or not the oxidation reaction is promoted when the condensate passes through the hollow fiber membrane, for example.
以上のようにして析出した酸化鉄が中空糸内部の膜面に
付着し、これが中空糸内部に徐々に蓄積して差圧を上昇
させるのであろうと推定される。また、析出した酸化鉄
の中空糸内側膜面への付着に関しては、以下のようなこ
とも考えられる。すなわち、復水のように不純物の含有
量が極めて少ない、従って比抵抗の大きな流体が、内径
の非常に細い中空糸内部を比較的高流速で流れることに
よって前記膜面に摩擦による静電気が蓄積され、そのた
めに、析出した酸化鉄の膜面への付着がより強固になる
のではないかと推定される。It is presumed that the iron oxide deposited as described above adheres to the membrane surface inside the hollow fiber and gradually accumulates inside the hollow fiber to increase the differential pressure. Regarding the adhesion of the precipitated iron oxide to the inner surface of the hollow fiber membrane, the following may be considered. That is, a fluid such as condensed water having a very low content of impurities and therefore a large specific resistance flows at a relatively high flow rate inside the hollow fiber having a very small inner diameter, and static electricity due to friction is accumulated on the membrane surface. Therefore, it is presumed that the adhesion of the precipitated iron oxide to the film surface may become stronger.
以上が、外圧型濾過タイプの中空糸の内側、すなわち濾
過水側の膜面に酸化鉄が強固に付着する理由であろうと
推定されるが、このように強固に付着した酸化鉄は、付
着面が中空糸の内側であることもあって、前述のような
気体や水を用いる洗浄を実施しても除去することが出来
ない。The above is presumed to be the reason why the iron oxide adheres strongly to the inner surface of the external pressure type filtration type hollow fiber, that is, the membrane surface on the filtered water side. Since it is inside the hollow fiber, it cannot be removed even by performing the above-mentioned cleaning using gas or water.
従ってかかる状態、すなわち中空糸の内側膜面が酸化鉄
で汚染された中空糸モジュールを適当な洗浄薬液で洗浄
して当該酸化鉄を除去しないかぎり、当該中空糸モジュ
ールを再び用いることができない。Therefore, the hollow fiber module cannot be used again unless the iron oxide is removed by washing the hollow fiber module in which the inner membrane surface of the hollow fiber is contaminated with iron oxide with a suitable cleaning chemical.
このような酸化鉄で汚染された中空糸モジュールを、ハ
イドロサルファイトのような還元剤溶液あるいは蓚酸溶
液、クエン酸溶液のような還元性を有する酸やキレート
性を有する酸あるいは塩酸等の薬液で洗浄すれば、膜面
に強固に付着した酸化鉄と言えどもこれを溶解して除去
することができる。A hollow fiber module contaminated with such iron oxide is treated with a reducing agent solution such as hydrosulfite or an oxalic acid solution, a reducing acid such as a citric acid solution, a chelating acid, or a chemical solution such as hydrochloric acid. By washing, even iron oxide strongly adhered to the film surface can be dissolved and removed.
しかしながら沸騰水型原子力発電所の復水の如く放射性
物質を含む酸化鉄の除去を対象とした中空糸モジュール
を用いる濾過等においては、前述の薬液による洗浄排液
は放射性廃棄物処理の対象となり、当該洗浄排液中に含
まれる還元剤や酸を中和して生ずる塩等が放射性廃棄物
処理の際の固形物を増加させるという点で好ましくな
い。However, in filtration etc. using a hollow fiber module for removal of iron oxide containing radioactive substances such as condensate of boiling water nuclear power plant, cleaning drainage with the aforementioned chemical liquid is subject to radioactive waste treatment, The reducing agent contained in the cleaning drainage, the salt produced by neutralizing the acid, and the like are not preferable in that they increase the solid matter in the radioactive waste treatment.
本発明は、中空糸モジュールを用いた濾過塔におけるか
かる問題点に鑑みてなされたものであり、中空糸の濾過
水側の膜面における鉄汚染を防止する手段を講じた濾過
装置を提供することを目的とするものである。The present invention has been made in view of such a problem in a filtration tower using a hollow fiber module, and provides a filtration device having means for preventing iron contamination on the membrane surface of the hollow fiber on the filtered water side. The purpose is.
<問題点を解決するための手段> 本発明は、中空糸モジュールを用いた濾過塔における中
空糸の濾過水側の膜面に酸化鉄が付着する理由について
の前述のような推論に基づいてなされたものである。す
なわち、濾過塔に供給する前の腹水に酸化剤を注入する
ことによって、当該復水中に溶存するFe2+イオンを酸化
して予め析出させてしまい、濾過塔に供給する復水中に
Fe2+イオンが存在しないようにすれば中空糸の濾過水側
膜面における酸化鉄の析出が防止出来るものではないか
との発想から本発明に至ったものである。<Means for Solving the Problems> The present invention is based on the above-described reasoning about the reason why iron oxide adheres to the membrane surface on the filtered water side of the hollow fiber in the filtration tower using the hollow fiber module. It is a thing. That is, by injecting an oxidizing agent into the ascites before being supplied to the filtration tower, the Fe 2+ ions dissolved in the condensate are pre-deposited by oxidation, and the condensate is supplied to the filtration tower.
The present invention has been made based on the idea that the precipitation of iron oxide on the membrane surface of the hollow fiber on the filtered water side can be prevented if Fe 2+ ions are not present.
本発明はかかる考えに基づくもので、酸化鉄を含む復水
を処理するための中空糸モジュールを用いた濾過塔と、
当該濾過塔に接続した復水流入管の途中に付設した、前
記復水に酸化剤を添加するための酸化剤添加手段とを備
えてなる復水の濾過装置である。The present invention is based on this idea, a filtration tower using a hollow fiber module for treating condensate containing iron oxide,
A condensate filtering device comprising an oxidant adding means for adding an oxidant to the condensate, which is attached in the middle of a condensate inflow pipe connected to the filtration tower.
本発明において復水に添加する酸化剤としては、酸素
(空気等の酸素含有ガスを含む)、オゾン、過酸化水
素、塩素、次亜塩素酸ナトリウム等を挙げることが出来
るが、復水処理においては、濾過塔の後段に設置する復
水脱塩塔のイオン負荷を増大させないものがよく、この
点において、酸素、オゾン、過酸化水素が特に好適であ
る。通常はこれらを単独で用いればよいが、これらの二
種以上を同時に使用しても何ら差し支えない。Examples of the oxidizing agent added to the condensate in the present invention include oxygen (including oxygen-containing gas such as air), ozone, hydrogen peroxide, chlorine, sodium hypochlorite, etc. Is preferably one that does not increase the ion load of the condensate demineralization tower installed in the latter stage of the filtration tower, and in this respect, oxygen, ozone, and hydrogen peroxide are particularly suitable. Usually, these may be used alone, but two or more of them may be used at the same time without any problem.
以下、本発明を図面に基づいて詳細に説明する。Hereinafter, the present invention will be described in detail with reference to the drawings.
第1図は、本発明の実施態様の一例を示すフローの説明
図であり、本実施態様に示した濾過塔5は、その下部に
復水流入管9を接続するとともに上部に濾過水流出管10
を接続した濾過塔5内に、仕切板11を横設するとともに
当該仕切板11に多数の中空糸モジュール12を垂設したも
ので、従来公知のものである。当該中空糸モジュール12
は、本願出願人が先に開示した特願昭59−273579に示し
た如く、多数の中空糸を、各中空糸の上端部を開口する
とともに、その下端部を閉塞して束ねたものであり、ま
た各中空糸モジュール12の下端にスカート部13を有し、
当該モジュール12を洗浄する際にディストリビュータ14
から発生させる気泡を当該スカート部13で浮けるように
してある。なお、当該モジュール12の下端部には、スカ
ート部13で受けた気泡を各中空糸の外表面に通過させる
ための貫通口を設けてある。FIG. 1 is an explanatory view of a flow showing an example of an embodiment of the present invention. In a filtration tower 5 shown in this embodiment, a condensate inflow pipe 9 is connected to the lower part thereof and a filtered water outflow pipe 10 is connected to the upper part thereof.
A partition plate 11 is horizontally installed in the filtration tower 5 connected to the above, and a large number of hollow fiber modules 12 are vertically installed on the partition plate 11, which is conventionally known. The hollow fiber module 12
As disclosed in Japanese Patent Application No. 59-273579 previously disclosed by the applicant of the present application, a large number of hollow fibers are bundled by opening the upper end of each hollow fiber and closing the lower end thereof. , Also has a skirt portion 13 at the lower end of each hollow fiber module 12,
Distributor 14 when cleaning the module 12
Bubbles generated from the skirt are floated on the skirt portion 13. In addition, the lower end of the module 12 is provided with a through hole for allowing the bubbles received by the skirt portion 13 to pass to the outer surface of each hollow fiber.
上述のような構成において、本発明の特徴とするところ
は、中空糸モジュール12を用いた濾過塔5に接続した復
水流入管9の途中に、当該流入管9内を流れる復水に酸
化剤を添加するための酸化剤添加手段15を付設した点に
あり、第1図においては、濾過塔5と、前記流入管9の
途中に設けた、当該濾過塔5に酸化鉄を含んだ復水を供
給するための復水ポンプ4とを結ぶ復水流入管9の間
に、当該流入管9内に酸化剤を注入すべく、酸化剤添加
手段15を付設してある。なお、酸化剤添加手段15を、復
水ポンプ4の吸込側の復水流入管9に付設してもよいこ
とは言うまでもない。また、16は、酸化剤添加手段15の
下流側の復水流入管9に連通させて設けた反応槽であ
り、酸化剤添加手段15によって復水中に添加した酸化剤
と復水中のFe2+イオンとの反応を完全に行わせるために
設置するものである。当該反応槽16の容量は、使用する
酸化剤によっても異なるが、一般に1〜5分間程度の滞
留時間となるような容量でよい。なお、酸化剤の添加位
置から濾過塔5に至る復水流入管9内で上記時間を持た
せるように、当該流入管9の長さを構成することが出来
れば上記反応槽16を設置する必要はない。また、酸化剤
としてオゾンや過酸化水素等の過酸化物を使用する場合
には、このような反応時間を持たせることによって、こ
れら酸化剤を反応させた後の復水中に極く微量残留する
過酸化物の分解も併せて行われるので好都合である。In the configuration as described above, the feature of the present invention resides in that, in the middle of the condensate inflow pipe 9 connected to the filtration tower 5 using the hollow fiber module 12, an oxidizer is added to the condensate flowing in the inflow pipe 9. This is because an oxidant adding means 15 for adding is added, and in FIG. 1, the condensate containing iron oxide is provided in the filter tower 5 and the inflow pipe 9 in the middle thereof. Between the condensate inflow pipe 9 connected to the condensate pump 4 for supplying, an oxidant adding means 15 is attached so as to inject the oxidant into the inflow pipe 9. Needless to say, the oxidizing agent adding means 15 may be attached to the condensate inflow pipe 9 on the suction side of the condensate pump 4. Further, 16 is a reaction tank provided in communication with the condensate inflow pipe 9 on the downstream side of the oxidizing agent adding means 15, and the oxidizing agent added into the condensate by the oxidizing agent adding means 15 and Fe 2+ ions in the condensate It is installed in order to complete the reaction with. Although the capacity of the reaction tank 16 varies depending on the oxidizing agent used, the capacity may be such that the residence time is generally about 1 to 5 minutes. It is not necessary to install the reaction tank 16 if the length of the inflow pipe 9 can be configured so as to have the above-mentioned time in the condensate inflow pipe 9 from the position where the oxidant is added to the filtration tower 5. Absent. When a peroxide such as ozone or hydrogen peroxide is used as an oxidant, such a reaction time allows a very small amount to remain in the condensate after reacting these oxidants. It is convenient because the decomposition of the peroxide is also performed.
<作用> 以下に本発明装置の操作を説明する。<Operation> The operation of the device of the present invention will be described below.
本発明において、酸化鉄を含む復水を濾過する場合は先
ず復水ポンプ4から復水流入管9を通して送られる復水
に、酸化剤添加手段15を用いて所定量の酸化剤を添加す
る。次いで、酸化剤を添加した復水を反応槽16に送給
し、当該反応槽16内で復水中のFe2+イオンを充分に酸化
して酸化鉄として析出させた後、濾過塔5の下部に接続
した復水流入管9を介して当該濾過塔5内に流入させ
る。In the present invention, when the condensate containing iron oxide is filtered, first, a predetermined amount of oxidizing agent is added to the condensate sent from the condensate pump 4 through the condensate inflow pipe 9 by using the oxidizing agent adding means 15. Then, the condensate containing the oxidizing agent is fed to the reaction tank 16, and Fe 2+ ions in the condensate are sufficiently oxidized in the reaction tank 16 to be precipitated as iron oxide, and then the lower part of the filtration tower 5 is supplied. It is made to flow into the said filtration tower 5 through the condensate inflow pipe 9 connected to.
本発明に用いる酸化剤添加手段15は、一般的に使用され
るものでよく、例えば酸化剤として酸素やオゾン等のガ
ス体を使用する場合であれば、酸素ボンベやオゾン発生
器等によって得られるこれらのガス体を、前記流入管9
に直接、あるいはこれらのガス体を一旦純水等に溶解さ
せた後に前記流入管9に注入する構成とすればよい。ま
た、その内部に前記ガス体の散気装置を有する酸化槽を
復水流入管9に連通させて設けた構成としてもよい。更
に、酸化剤が過酸化水素の如く、通常水溶液として使用
されるものであれば、ポンプを用いて当該酸化剤を前記
流入管9内に注入する構成とすればよい。The oxidizing agent adding means 15 used in the present invention may be one that is generally used. For example, when a gas such as oxygen or ozone is used as the oxidizing agent, it can be obtained by an oxygen cylinder or an ozone generator. These gas bodies are supplied to the inflow pipe 9
It may be configured such that the gas is directly injected into the inlet pipe 9 or directly after being dissolved in pure water or the like. Further, it may be configured such that an oxidation tank having the gas body diffuser therein is provided in communication with the condensate inflow pipe 9. Further, if the oxidant is one that is usually used as an aqueous solution, such as hydrogen peroxide, the pump may be used to inject the oxidant into the inflow pipe 9.
濾過塔5内に流入させた復水は、各中空糸モジュール12
の前記貫通口、あるいは側部から各中空糸モジュール12
内に導入して、各中空糸の外側で酸化鉄を濾過し、各中
空糸内側に得た濾過水を前記仕切板11の上方で集合し、
更に濾過水流出管10から流出させて後段の混床式脱塩塔
(図示せず)に送給する。Condensed water that has flowed into the filtration tower 5 is used for each hollow fiber module 12
Each hollow fiber module 12 from the through hole or the side of
Introduced in, the iron oxide is filtered on the outside of each hollow fiber, the filtered water obtained on the inside of each hollow fiber is collected above the partition plate 11,
Further, it is made to flow out from the filtered water outflow pipe 10 and fed to a mixed bed type demineralization tower (not shown) in the subsequent stage.
本発明においては、上述の如く、中空糸モジュール12を
用いた濾過塔5に供給する前の復水に酸化剤を添加し、
当該復水中のFe2+イオンを予め酸化、析出させてしま
い、濾過塔5にはFe2+イオンがほとんど存在しない復水
を流入させることによて中空糸の内側、すなわち濾過水
側の膜面に酸化鉄が析出、付着するのを防止しようする
もので、このような考えに至った理由については既に推
論した通りである。事実、後述の実施例で示す如く、本
発明においては中空糸の濾過水側の膜面における鉄汚染
を確実に防止することが出来る。In the present invention, as described above, the oxidizing agent is added to the condensate before being supplied to the filtration tower 5 using the hollow fiber module 12,
The Fe 2+ ion in the condensate is pre-oxidized and precipitated, and the condensate containing almost no Fe 2+ ion flows into the filtration tower 5, whereby the inside of the hollow fiber, that is, the membrane on the filtered water side. It is intended to prevent iron oxide from depositing and adhering to the surface, and the reason for reaching such an idea is as already inferred. In fact, as shown in Examples below, iron contamination on the membrane surface of the hollow fiber on the filtered water side can be reliably prevented in the present invention.
上述のような濾過の続行により圧力損失が増加した場合
には、以下の洗浄を行う。When the pressure loss increases due to the continuation of the filtration as described above, the following washing is performed.
すなわち通水を中断し、濾過塔5の仕切板11の下部に流
入復水を、また仕切板11の上方に濾過水を満たしたま
ま、濾過塔5の下部に付設した空気導入管17Aから空気
を導入する。当該空気はディストリビュータ14から気泡
状となって上昇し、当該上昇した気泡は前述した各中空
糸モジュール12のスカート部13を介して下端に設けた貫
通口から各中空糸モジュール12の内部に流入し、各中空
糸を振動させ、各中空糸の外側の膜面に付着している酸
化鉄を剥離させる。なお当該気泡は各中空糸モジュール
12の上側部から放出させ、次いで濾過塔5の上側部に付
設した空気抜き管18から流出される。That is, the flow of water is interrupted, while the inflowing condensate is filled in the lower part of the partition plate 11 of the filtration tower 5 and the filtered water is filled in the upper part of the partition plate 11 from the air introduction pipe 17A attached to the lower part of the filtration tower 5. To introduce. The air rises in the form of bubbles from the distributor 14, and the raised bubbles flow into the inside of each hollow fiber module 12 from the through-hole provided at the lower end via the skirt portion 13 of each hollow fiber module 12 described above. , Each hollow fiber is vibrated, and the iron oxide adhering to the outer membrane surface of each hollow fiber is peeled off. Note that the air bubbles are in each hollow fiber module.
It is discharged from the upper part of 12 and then discharged from an air vent pipe 18 attached to the upper part of the filtration tower 5.
このような各中空糸の気泡による振動を充分に行った
後、濾過水流出管10に分岐接続した空気導入管17Bから
空気を圧入して、仕切板11の上部に存在する濾過水を各
中空糸の内側から外側へ逆流させ、多量の酸化鉄を含む
洗浄排液を濾過塔5の下部に接続したブロー管19より流
出させ、廃水処理系へと移送する。After sufficiently vibrating the air bubbles of each hollow fiber as described above, air is press-fitted from the air introducing pipe 17B branched and connected to the filtered water outflow pipe 10, and the filtered water existing above the partition plate 11 is hollowed out. The washing waste liquid containing a large amount of iron oxide is made to flow back from the inside to the outside of the yarn, is made to flow out from the blow pipe 19 connected to the lower part of the filtration tower 5, and is transferred to the wastewater treatment system.
このような洗浄を行った後、再び前述した濾過を続行
し、以後当該濾過と洗浄を繰り返すが、本発明において
は、後述の実施例で示す如く、従来の中空糸モジュール
を用いた濾過塔の場合と異なり各中空糸の内側の膜面に
酸化鉄が付着することはなく、一方、各中空糸の外側の
膜面に付着した酸化鉄は上記洗浄操作によって確実に除
去されるので、長期間安定した処理を行うことが出来
る。After performing such washing, the above-mentioned filtration is continued again, and thereafter the filtration and washing are repeated, but in the present invention, as shown in Examples described later, a conventional filtration tower using a hollow fiber module is used. Unlike the case, iron oxide does not adhere to the inner membrane surface of each hollow fiber, while iron oxide that adheres to the outer membrane surface of each hollow fiber is reliably removed by the above-mentioned washing operation, so long Stable processing can be performed.
なお、本発明の濾過装置を第2図に示したようなBWR型
原子力発電所の復水処理に適用する場合であって、酸化
剤として酸素を使用する場合には、従来混床式脱塩塔6
の後段に設置していた酸素注入装置7(第2図参照)を
省略することが出来る。In addition, when the filter of the present invention is applied to the condensate treatment of a BWR type nuclear power plant as shown in FIG. 2 and oxygen is used as an oxidant, the conventional mixed bed desalination is used. Tower 6
The oxygen injection device 7 (see FIG. 2) installed in the latter stage can be omitted.
また、上述の実施態様においては、外圧型の中空糸モジ
ュールを用いた濾過装置について説明したが、本発明は
酸化鉄を含む含水を中空糸の内側に通して、外側から濾
過水を得る、いわゆる内圧型の中空糸モジュールを用い
た濾過装置にも適用出来ることは言うまでもない。Further, in the above-described embodiment, the filtering device using the external pressure type hollow fiber module has been described, but the present invention passes water containing iron oxide through the inside of the hollow fiber to obtain filtered water from the outside, so-called. It goes without saying that the present invention can also be applied to a filtration device using an internal pressure type hollow fiber module.
<効果> 以上説明した如く、本発明の装置においては、従来の中
空糸モジュールにおいて見られた、本来付着するはずの
ない中空糸の濾過水側の膜面における酸化鉄の析出、付
着を確実に防止することが出来るので、中空糸の原水側
の膜面に付着する酸化鉄を、水や空気を用いる通常の洗
浄方法によって定期的に除去するのみで長期間安定した
処理を行うことが出来る。<Effect> As described above, in the device of the present invention, the deposition and adhesion of iron oxide on the membrane surface on the filtered water side of the hollow fiber, which should not be originally adhered, which is observed in the conventional hollow fiber module, is ensured. Since it can be prevented, iron oxide adhering to the raw water side membrane surface of the hollow fiber can be stably treated for a long period of time only by periodically removing it by an ordinary washing method using water or air.
また、従来であれば前記膜面に付着した酸化鉄は、還元
剤や酸等の薬剤を用いて洗浄する以外に除去することが
出来なかったが、本発明によれば前記酸化鉄の付着を未
然に防止出来るのでこれらの薬剤を用いた洗浄を行う必
要もなくなる。従って、本発明の装置はBWR型原子力発
電所のように、当該薬剤を含む洗浄排液を、放射性廃棄
物として処理せねばならない場合においては極めて有用
である。Further, conventionally, the iron oxide adhered to the film surface could not be removed except by washing with a chemical such as a reducing agent or an acid, but according to the present invention, the adhesion of the iron oxide is prevented. Since it can be prevented in advance, there is no need to perform cleaning with these chemicals. Therefore, the device of the present invention is extremely useful in the case where the cleaning effluent containing the chemical must be treated as radioactive waste, such as in a BWR type nuclear power plant.
<実施例> 以下に本発明の効果をより明確とするために実施例を説
明する。<Example> An example will be described below in order to further clarify the effect of the present invention.
内径0.8mm、外径1.2mm、長さ1,000mmの外圧型のポリオ
レフィン系中空糸100本を束ねた中空糸モジュール(濾
過総面積0.38m2)1本を充填した実験用濾過塔と、酸素
ボンベからの酸素ガスを純水に溶解させて酸素水を得る
酸素水調整槽及び当該調整槽の酸素水を前記濾過塔の復
水流入管の途中に注入するための定量ポンプとからなる
酸化剤添加手段とを備えた第1図に示したようなフロー
の本発明の濾過装置を用いて、酸化鉄を含む発電所の復
水(溶存酸素濃度2〜5ppb)の濾過実験を行った。な
お、中空糸の鉄汚染を速めるために、中空糸モジュール
への復水の供給量を標準値(0.1m3/hr)の2倍、すなわ
ち、0.2m3/hrとした。また、酸化剤としての酸素は、復
水中の溶存酸素濃度が50ppbとなるように注入した。ま
た、酸素注入点以後の復水流入管には、Fe2+イオンの酸
化反応を完全に行わせるべく、滞留時間が約2分の容量
の反応槽を設けた。An experimental filtration tower filled with one hollow fiber module (total filtration area 0.38 m 2 ) that bundles 100 external pressure type polyolefin hollow fibers with an inner diameter of 0.8 mm, an outer diameter of 1.2 mm and a length of 1,000 mm, and an oxygen cylinder. Oxidizing agent adding means comprising an oxygen water adjusting tank for obtaining oxygen water by dissolving oxygen gas from the water in pure water and a metering pump for injecting the oxygen water in the adjusting tank into the condensate inflow pipe of the filtration tower Using the filtration apparatus of the present invention having the flow shown in FIG. 1 equipped with and, a filtration experiment of condensate (dissolved oxygen concentration 2 to 5 ppb) of a power plant containing iron oxide was conducted. In order to accelerate iron contamination of the hollow fiber, the amount of condensate supplied to the hollow fiber module was set to twice the standard value (0.1 m 3 / hr), that is, 0.2 m 3 / hr. Oxygen as an oxidant was injected so that the dissolved oxygen concentration in the condensate would be 50 ppb. Further, in the condensate inflow pipe after the oxygen injection point, a reaction tank having a capacity of about 2 minutes was provided in order to completely carry out the oxidation reaction of Fe 2+ ions.
以上の条件で復水の濾過を行った後、気泡による振動と
濾過水の逆洗による洗浄を行って、再び上記濾過を行う
というサイクルを繰り返したところ、5サイクル経過後
の通水初期の差圧は0.83kg/cm2at0.2m3/hrとなり、新品
モジュールの通水初期の差圧が0.82kg/cm2at0.2m3/hrで
あったのと比較してほとんど差圧の上昇は見られず、更
にこれ以上の濾過サイクルを続行しても問題なく濾過処
理を行うことが出来ると思われた。After the condensate was filtered under the above conditions, the cycle of repeating vibration by bubbles and backwashing of the filtered water and repeating the above filtration was repeated. pressure 0.83kg / cm 2 at0.2m 3 / hr, and the most elevated pressure difference as compared to the water passing the initial pressure difference new module was 0.82kg / cm 2 at0.2m 3 / hr It was not observed, and it was thought that the filtration treatment could be carried out without problems even if further filtration cycles were continued.
上記サイクル経過後洗浄を行い、その後濾過塔から中空
糸モジュールを取り出して解体し、中空糸を観察したと
ころ、中空糸の外側、すなわち原水側には極く僅かな酸
化鉄の付着が見られたが、中空糸の内側、すなわち濾過
水側には酸化鉄の付着が全く見られなかった。After the above cycle, washing was performed, and then the hollow fiber module was taken out from the filtration tower and disassembled, and the hollow fiber was observed. As a result, a very slight adhesion of iron oxide was observed on the outside of the hollow fiber, that is, on the raw water side. However, no adhesion of iron oxide was found inside the hollow fiber, that is, on the filtered water side.
比較のため、同一仕様の中空糸モジュールを用いた従来
の濾過塔を併設し、これには酸素を添加せず、他の条件
は全て同一として復水の濾過実験を行ったところ、前記
と同様な洗浄を定期的に行ったにもかかわらず通水初期
の差圧が徐々に上昇し、3サイクル目には通水初期の差
圧が1.2kg/cm2at0.2m3/hrとなった。当該サイクル終了
後洗浄を行い、その後前記と同様に中空糸モジュールを
解体して中空糸を観察したところ、中空糸の外側には前
記本発明におけると同様、極く僅かな酸化鉄の付着しか
見られないのに対し、中空糸の内側には、相当量の酸化
鉄が付着しているのが観察された。For comparison, a conventional filtration tower using a hollow fiber module of the same specifications was installed side by side, oxygen was not added to this, and other conditions were all the same. Despite regular cleaning, the differential pressure in the early stages of water flow gradually increased, and in the third cycle the differential pressure in the early stages of water flow was 1.2 kg / cm 2 at 0.2 m 3 / hr. . After the completion of the cycle, washing was performed, and then the hollow fiber module was disassembled in the same manner as above, and the hollow fiber was observed.As a result, in the same way as in the present invention, only a slight amount of iron oxide adhered to the outside of the hollow fiber. On the other hand, it was observed that a considerable amount of iron oxide adhered to the inside of the hollow fiber.
第1図は本発明の実施態様の一例を示すフローの説明図
であり、第2図は、従来の中空糸モジュールを用いた濾
過塔を含むBWR型原子力発電所の発電設備のフローの説
明図であり、また、第3図は炭素鋼の腐食速度と溶存酸
素濃度との関係を示すグラフで、縦軸に腐食速度を、横
軸に溶存酸素濃度を示す。 1……BWR型原子炉、2……タービン 3……復水器、4……復水ポンプ 5……濾過塔、6……混床式脱塩塔 7……酸素注入装置、8……ヒーター 9……復水流入管、10……濾過水流出管 11……仕切板、12……中空糸モジュール 13……スカート部 14……ディストリビュータ 15……酸化剤添加手段 16……反応槽、17……空気導入管 18……空気抜き管、19……ブロー管FIG. 1 is an explanatory view of a flow showing an example of an embodiment of the present invention, and FIG. 2 is an explanatory view of a flow of power generation equipment of a BWR type nuclear power plant including a filtration tower using a conventional hollow fiber module. FIG. 3 is a graph showing the relationship between the corrosion rate of carbon steel and the dissolved oxygen concentration, in which the vertical axis represents the corrosion rate and the horizontal axis represents the dissolved oxygen concentration. 1 …… BWR type reactor, 2 …… turbine 3 …… condenser, 4 …… condensate pump 5 …… filter tower, 6 …… mixed bed type demineralization tower 7 …… oxygen injection device, 8 …… Heater 9 …… Condensate inflow pipe, 10 …… Filtered water outflow pipe 11 …… Partition plate, 12 …… Hollow fiber module 13 …… Skirt part 14 …… Distributor 15 …… Oxidizer addition means 16 …… Reaction tank, 17 …… Air inlet pipe 18 …… Air vent pipe, 19 …… Blow pipe
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 G21C 19/307 ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI technical display location G21C 19/307
Claims (2)
モジュールを用いた濾過塔と、当該濾過塔に接続した復
水流入管の途中に付設した、前記復水に酸化剤を添加す
るための酸化剤添加手段とを備えてなる復水濾過装置。1. A filtration tower using a hollow fiber module for treating condensate containing iron oxide and a condensate inflow pipe connected to the filtration tower, wherein an oxidizing agent is added to the condensate. A condensate filtration device comprising:
から選ばれる一種または二種以上である特許請求の範囲
第1項記載の復水濾過装置。2. The condensate filter according to claim 1, wherein the oxidizing agent is one or more selected from oxygen, ozone and hydrogen peroxide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62156547A JPH0785797B2 (en) | 1987-06-25 | 1987-06-25 | Condensate filter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62156547A JPH0785797B2 (en) | 1987-06-25 | 1987-06-25 | Condensate filter |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS644289A JPS644289A (en) | 1989-01-09 |
| JPH0785797B2 true JPH0785797B2 (en) | 1995-09-20 |
Family
ID=15630180
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62156547A Expired - Fee Related JPH0785797B2 (en) | 1987-06-25 | 1987-06-25 | Condensate filter |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0785797B2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2655642B1 (en) * | 1989-12-11 | 1992-02-28 | Anjou Rech | WATER TREATMENT PLANT BY A TANGENTIAL FILTER LOOP. |
| JP5124815B2 (en) * | 2004-08-04 | 2013-01-23 | シーメンス インダストリー インコーポレイテッド | Method for cleaning membranes and chemicals therefor |
| JP4881412B2 (en) * | 2009-09-10 | 2012-02-22 | 株式会社東芝 | Carbon dioxide recovery device |
| JP5117612B2 (en) * | 2011-11-30 | 2013-01-16 | 株式会社東芝 | Carbon dioxide recovery device |
-
1987
- 1987-06-25 JP JP62156547A patent/JPH0785797B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPS644289A (en) | 1989-01-09 |
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