TWI820133B - Diagnostic device for reverse osmosis systems - Google Patents
Diagnostic device for reverse osmosis systems Download PDFInfo
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- TWI820133B TWI820133B TW108116953A TW108116953A TWI820133B TW I820133 B TWI820133 B TW I820133B TW 108116953 A TW108116953 A TW 108116953A TW 108116953 A TW108116953 A TW 108116953A TW I820133 B TWI820133 B TW I820133B
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- 238000001223 reverse osmosis Methods 0.000 title claims abstract description 68
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 55
- 230000004907 flux Effects 0.000 claims description 15
- 239000000126 substance Substances 0.000 claims description 9
- 229910052791 calcium Inorganic materials 0.000 claims description 8
- 238000003745 diagnosis Methods 0.000 claims description 4
- 238000011109 contamination Methods 0.000 claims description 3
- 230000003247 decreasing effect Effects 0.000 claims description 3
- 238000005375 photometry Methods 0.000 claims description 2
- 238000002835 absorbance Methods 0.000 claims 1
- 230000007257 malfunction Effects 0.000 abstract description 8
- 238000003860 storage Methods 0.000 abstract description 6
- 238000005374 membrane filtration Methods 0.000 abstract description 5
- 230000002159 abnormal effect Effects 0.000 abstract description 2
- 239000012528 membrane Substances 0.000 description 20
- 239000011734 sodium Substances 0.000 description 9
- 239000011575 calcium Substances 0.000 description 8
- 238000001914 filtration Methods 0.000 description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 238000013480 data collection Methods 0.000 description 6
- 239000000701 coagulant Substances 0.000 description 5
- 238000011084 recovery Methods 0.000 description 5
- 239000010421 standard material Substances 0.000 description 5
- 238000013500 data storage Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 230000005856 abnormality Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- 238000000108 ultra-filtration Methods 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 239000002033 PVDF binder Substances 0.000 description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 2
- 230000004520 agglutination Effects 0.000 description 2
- 238000011001 backwashing Methods 0.000 description 2
- 239000012267 brine Substances 0.000 description 2
- 238000004364 calculation method Methods 0.000 description 2
- 229910052799 carbon Inorganic materials 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 230000006870 function Effects 0.000 description 2
- 239000008235 industrial water Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000001471 micro-filtration Methods 0.000 description 2
- 229920002981 polyvinylidene fluoride Polymers 0.000 description 2
- 238000007781 pre-processing Methods 0.000 description 2
- 238000002203 pretreatment Methods 0.000 description 2
- 230000004044 response Effects 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- HPALAKNZSZLMCH-UHFFFAOYSA-M sodium;chloride;hydrate Chemical compound O.[Na+].[Cl-] HPALAKNZSZLMCH-UHFFFAOYSA-M 0.000 description 2
- 239000008399 tap water Substances 0.000 description 2
- 235000020679 tap water Nutrition 0.000 description 2
- 239000002349 well water Substances 0.000 description 2
- 235000020681 well water Nutrition 0.000 description 2
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- 239000005708 Sodium hypochlorite Substances 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 238000004220 aggregation Methods 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000005587 bubbling Effects 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 238000010612 desalination reaction Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000002405 diagnostic procedure Methods 0.000 description 1
- 239000003657 drainage water Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000012510 hollow fiber Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000004973 liquid crystal related substance Substances 0.000 description 1
- 239000011777 magnesium Substances 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 239000007800 oxidant agent Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- SUKJFIGYRHOWBL-UHFFFAOYSA-N sodium hypochlorite Chemical compound [Na+].Cl[O-] SUKJFIGYRHOWBL-UHFFFAOYSA-N 0.000 description 1
- 230000001954 sterilising effect Effects 0.000 description 1
- 238000004659 sterilization and disinfection Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Images
Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D61/00—Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
- B01D61/02—Reverse osmosis; Hyperfiltration ; Nanofiltration
- B01D61/025—Reverse osmosis; Hyperfiltration
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D65/00—Accessories or auxiliary operations, in general, for separation processes or apparatus using semi-permeable membranes
- B01D65/10—Testing of membranes or membrane apparatus; Detecting or repairing leaks
- B01D65/109—Testing of membrane fouling or clogging, e.g. amount or affinity
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D61/00—Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
- B01D61/02—Reverse osmosis; Hyperfiltration ; Nanofiltration
- B01D61/12—Controlling or regulating
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/44—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
- C02F1/441—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by reverse osmosis
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2311/00—Details relating to membrane separation process operations and control
- B01D2311/08—Specific process operations in the concentrate stream
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Water Supply & Treatment (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Nanotechnology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Organic Chemistry (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
Abstract
本發明提供一種逆滲透系統的診斷裝置,可容易地獲知運作失常的原因。一種逆滲透系統的診斷裝置,對RO系統的運作狀態進行診斷,所述RO系統包括對被處理水進行膜過濾的RO裝置5,所述逆滲透系統的診斷裝置包括:所述逆滲透系統的濃縮倍率的輸入部;儲存部,儲存表示濃縮倍率與所述逆滲透系統的運作失常狀態的關係的資料;以及判定部35,基於由所述輸入部輸入的濃縮倍率及所述儲存部中所儲存的資料,判定逆滲透裝置的運作失常的原因。The present invention provides a diagnostic device for a reverse osmosis system, which can easily determine the cause of malfunction. A diagnostic device for a reverse osmosis system that diagnoses the operating status of an RO system. The RO system includes an RO device 5 that performs membrane filtration of water to be treated. The diagnostic device for the reverse osmosis system includes: an input part for the concentration ratio; a storage part that stores data indicating the relationship between the concentration ratio and the abnormal operation state of the reverse osmosis system; and a determination part 35 based on the concentration ratio input by the input part and the information stored in the storage part The stored data determines the cause of malfunction of the reverse osmosis device.
Description
本發明是有關於一種診斷裝置,用以對逆滲透系統的運作失常原因進行診斷,所述逆滲透系統是對被處理水進行逆滲透(reverse osmosis,RO)處理。The present invention relates to a diagnostic device used to diagnose the causes of malfunction of a reverse osmosis system that performs reverse osmosis (RO) treatment on water to be treated.
在以井水、工業用水、自來水等為原水的用水處理、各種排水處理、排水回收等之中,會進行如下的方法,即,在原水中添加凝集劑,使原水中的懸濁物質、膠體成分或有機物質等凝集且粗大化之後,藉由沈澱、懸浮、過濾、膜過濾等而固液分離,或者進行如下的處理,即,單獨藉由膜過濾進行除濁、除菌而回收處理水。In water treatment, various wastewater treatment, wastewater recovery, etc. using well water, industrial water, tap water, etc. as raw water, the following method is performed. That is, a coagulant is added to the raw water to remove suspended matter and colloid components in the raw water. Or after organic matter and the like are aggregated and coarsened, solid-liquid separation is performed by sedimentation, suspension, filtration, membrane filtration, etc., or the following treatment is performed, that is, turbidity and sterilization are performed by membrane filtration alone to recover the treated water.
通常,作為RO膜的膜堵塞原因,可舉出:(i)供水的濁質過多;(ii)水垢(scale)、黏泥(slime)的附著;(iii)在有前處理的情況下為前處理不良等。作為其對策,可進行如下的操作。Generally, causes of membrane clogging of RO membranes include: (i) excessive turbidity in the water supply; (ii) adhesion of scale and slime; (iii) in the case of pretreatment. Poor pre-treatment, etc. As a countermeasure, the following operations can be performed.
關於(i),例如測定RO供水的污泥密度指數(silt density index,SDI)。在規定SDI以上的情況下,藉由變更前處理條件等來應對。關於(ii),例如測定RO供水、RO處理水及RO濃縮水的水質,進行回收率的優化。關於(iii),確認前處理的凝集劑的添加濃度,在容許添加濃度以上的情況下,調整為容許添加濃度以下。Regarding (i), for example, the sludge density index (SDI) of RO water supply is measured. When the SDI or above is specified, respond by changing the pre-processing conditions, etc. Regarding (ii), for example, the water quality of RO water supply, RO treated water, and RO concentrated water is measured to optimize the recovery rate. Regarding (iii), confirm the addition concentration of the flocculant in the pretreatment, and if it is above the allowable addition concentration, adjust it to below the allowable addition concentration.
當RO膜的過濾阻力上升時,進行反洗或利用酸、鹼等的化學品清洗(專利文獻1等)。 [現有技術文獻] [專利文獻]When the filtration resistance of the RO membrane increases, backwashing or cleaning with chemicals such as acid and alkali is performed (Patent Document 1, etc.). [Prior art documents] [Patent Document]
[專利文獻1]日本專利特開2016-185520號公報[Patent Document 1] Japanese Patent Application Publication No. 2016-185520
作為RO膜的堵塞原因,有供水的濁質過多、水垢或黏泥的附著、前處理不良等諸多原因,應對策略因原因而不同,故而要求準確地判斷原因,迅速且適當地建立應對策略。There are many reasons for RO membrane clogging, such as excessive turbidity in the water supply, adhesion of scale or slime, and poor pretreatment. The response strategies vary depending on the cause, so it is necessary to accurately determine the cause and establish a response strategy quickly and appropriately.
本發明的目的在於提供一種逆滲透系統的診斷裝置,可容易地獲知逆滲透(RO)系統的運作失常的原因。 [解決課題之手段]An object of the present invention is to provide a diagnostic device for a reverse osmosis system that can easily determine the cause of malfunction of a reverse osmosis (RO) system. [Means to solve the problem]
本發明的逆滲透系統的診斷裝置是一種對逆滲透系統的運作狀態進行診斷的診斷裝置,所述逆滲透系統包括對被處理水進行逆滲透處理的逆滲透裝置,所述逆滲透系統的診斷裝置包括:所述逆滲透系統的濃縮倍率的輸入部;儲存部,儲存表示濃縮倍率與所述逆滲透系統的運作失常狀態的關係的資料;以及判定部,基於由所述輸入部輸入的濃縮倍率及所述儲存部中所儲存的資料,判定逆滲透裝置的運作失常的原因。The diagnostic device of the reverse osmosis system of the present invention is a diagnostic device for diagnosing the operating status of the reverse osmosis system. The reverse osmosis system includes a reverse osmosis device that performs reverse osmosis treatment on the treated water. The diagnostic device of the reverse osmosis system The device includes: an input unit for a concentration ratio of the reverse osmosis system; a storage unit that stores data indicating a relationship between the concentration ratio and an abnormal operation state of the reverse osmosis system; and a determination unit based on the concentration input by the input unit. The magnification and the data stored in the storage part are used to determine the cause of malfunction of the reverse osmosis device.
在本發明的一形態中,所述判定部對非析出性的標準物質的濃縮倍率與有機物的濃縮倍率進行對比。In one aspect of the present invention, the determination unit compares the concentration ratio of the non-precipitable standard substance with the concentration ratio of the organic substance.
在本發明的一形態中,所述判定部對非析出性的標準物質的濃縮倍率與水垢形成性物質的濃縮倍率進行對比。In one aspect of the present invention, the determination unit compares the concentration ratio of the non-precipitable standard substance with the concentration ratio of the scale-forming substance.
在本發明的一形態中,所述非析出性的標準物質是Na,水垢形成性物質是Si、Ca或Mg。In one aspect of the present invention, the non-precipitable standard material is Na, and the scale-forming material is Si, Ca, or Mg.
在本發明的一形態中,在所述逆滲透裝置的一次側流路差壓為規定值以上的情況、一次側流路差壓的上升速度為規定值以上的情況、修正通量(flux)為規定範圍外的情況、或修正通量的下降速度為規定值以上的情況下,進行所述診斷。 [發明的效果]In one aspect of the present invention, when the primary-side flow path differential pressure of the reverse osmosis device is a predetermined value or more, and when the rising rate of the primary-side flow path differential pressure is a predetermined value or more, the correction flux (flux) The above-mentioned diagnosis is performed when the condition is outside the predetermined range or when the decreasing speed of the correction flux is equal to or higher than the predetermined value. [Effects of the invention]
根據本發明,可適當地確定RO系統的失常的原因。According to the present invention, the cause of malfunction of the RO system can be appropriately determined.
圖1是實施形態的RO系統的構成圖。原水是藉由前處理裝置1進行凝集處理及過濾處理後,經由泵2、閥3及配管4供給至RO裝置5。在所述實施形態中,作為前處理裝置1,如圖4所示,是使用包括如下構件的裝置:凝集處理裝置1a;過濾裝置1b,對凝集處理水進行過濾處理;以及中繼槽1d,貯存過濾處理水;但並不限定於此。符號1c表示過濾水向中繼槽1d的流入配管,1e表示自中繼槽1d向所述泵2的配管。在所述配管1e設置有pH計19。FIG. 1 is a block diagram of the RO system according to the embodiment. The raw water is coagulated and filtered by the pre-treatment device 1 and then supplied to the
作為過濾裝置1b,較佳為重力過濾器、壓力過濾器、微過濾(microfiltration,MF)膜模組、超濾(ultrafiltration,UF)膜模組等,在所述實施形態中,是使用中空絲UF膜模組。As the
RO裝置5的RO膜5a的透過水經由配管6及閥7作為處理水而取出,未透過RO膜5a的原水經由配管17及閥18作為濃縮水而取出。在配管4、配管6、配管17,分別設置有壓力感測器8、壓力感測器9、壓力感測器27。在配管6,進而設置有流量計9A、溫度計9B。將流量計9A、壓力感測器8、壓力感測器9、壓力感測器27及溫度計9B的檢測值輸入至運算電路20,運算修正通量(修正透過流束)。The permeated water of the
將所述壓力感測器8、壓力感測器27的檢測壓力輸入至運算電路20,算出兩者的差作為一次側流路差壓。當所述差壓過大(規定值a以上),或差壓的上升速度過大(規定值b以上)時,對警報(alarm)電路21發送訊號而產生由聲音及/或光形成的警報,並且對診斷裝置30發送訊號而進行診斷。在根據所述流量計9A的檢測流量等而求出的修正通量為規定範圍外,或修正通量的下降速度為規定值以上的情況下,亦對警報電路21發送訊號而產生由聲音及/或光形成的警報,並且對診斷裝置30發送訊號而進行診斷。The pressure detected by the
診斷裝置30如圖2所示,包括本體部31、及具有觸摸開關功能的作為輸入部的液晶顯示面板36。本體部31包括資料收集部32、資料保存部33、資料庫(儲存部)34及判定部35。As shown in FIG. 2 , the
本體部31包括由中央處理器(central process unit,CPU)(中央運算處理裝置)、快閃記憶體(flash memory)、唯讀記憶體(Read Only Memory,ROM)、隨機存取記憶體(random access memory,RAM)、硬碟等構成的電腦。The
藉由本體部31的CPU執行管理程式,而實現資料收集部32、資料保存部33、資料庫34及判定部35的功能。By the CPU of the
資料收集部32除了接收一次側流路差壓及修正通量資料以外,亦接收來自顯示面板36的濃縮倍率資料。資料保存部33保存著各資料及後述的判定結果。在資料庫34,存儲著表示各濃縮倍率與RO系統的運作失常原因的關係的資料。In addition to receiving primary side flow path differential pressure and corrected flux data, the
判定部35基於資料收集部32所收集的來自顯示面板36的濃縮倍率資料及資料庫34的原因資料,確定運作失常原因,並顯示於顯示面板36。The
如圖3所示,當RO裝置5的一次側流路差壓中存在異常時(在差壓或差壓上升速度為規定值以上的情況),或當RO裝置5的修正通量中存在異常時(在通量為規定值以下的情況、或通量的下降速度為規定值以上的情況),使警報工作,並且與十鍵(ten key)部(圖示略)一併例如使如下的各成分的濃度輸入畫面顯示於顯示面板36,利用所述十鍵部在各項目的右側的輸入欄內輸入各成分的濃度。所述輸入操作是由RO系統的運轉負責人等進行。再者,亦可設為伴隨著警報工作,使顯示面板36顯示警報開關,當運轉負責人等觸摸至所述警報開關時,顯示所述輸入畫面。As shown in Figure 3, when there is an abnormality in the differential pressure of the primary side flow path of the RO device 5 (when the differential pressure or the differential pressure rise rate is above a predetermined value), or when there is an abnormality in the correction flux of the RO device 5 (when the flux is below a predetermined value, or when the flux decrease rate is above a predetermined value), activate the alarm, and use the following together with the ten key part (not shown), for example The concentration input screen of each component is displayed on the
供水Na濃度□□□ mg/L 濃縮水Na濃度□□□ mg/L 供水Ca濃度□□□ mg/L 濃縮水Ca濃度□□□ mg/L 供水Mg濃度□□□ mg/L 濃縮水Mg濃度□□□ mg/L 供水Si濃度□□□ mg/L 濃縮水Si濃度□□□ mg/L 供水TOC(Total Organic Carbon,總有機碳)濃度□□□ mg/L 濃縮水TOC濃度□□□ mg/L 供水UV(ultraviolet,紫外線)260濃度□□□ mg/L 濃縮水UV260濃度□□□ mg/LWater supply Na concentration □□□ mg/L Concentrated water Na concentration □□□ mg/L Water supply Ca concentration □□□ mg/L Concentrated water Ca concentration □□□ mg/L Water supply Mg concentration □□□ mg/L Concentrated water Mg concentration □□□ mg/L Si concentration in water supply □□□ mg/L Concentrated water Si concentration □□□ mg/L Water supply TOC (Total Organic Carbon, total organic carbon) concentration □□□ mg/L Concentrated water TOC concentration □□□ mg/L Water supply UV (ultraviolet, ultraviolet light) concentration 260 mg/L Concentrated water UV260 concentration □□□ mg/L
所述Na是非析出性的標準物質,Ca、Mg、Si是析出性標準物質(水垢形成物質)。所謂UV260,表示藉由波長260 nm的紫外線吸光光度法而測定的有機物質。作為非析出性的標準物質,亦可使用K、Cl等。又,作為析出性標準物質,可使用Ba、Sr等。The Na is a non-precipitable standard material, and Ca, Mg, and Si are precipitable standard materials (scale-forming substances). UV260 refers to organic substances measured by ultraviolet absorption photometry with a wavelength of 260 nm. As non-precipitable standard materials, K, Cl, etc. can also be used. Moreover, as a precipitable standard material, Ba, Sr, etc. can be used.
進行所有項目的濃度的輸入之後,觸摸表示回答結束的輸入(enter,Ent)開關。藉此,將回答資料自顯示面板36發送至資料收集部32。After inputting the concentrations of all items, touch the input (enter, Ent) switch indicating the end of the answer. Thereby, the answer data is sent from the
判定部35基於供水及濃縮水中的各成分濃度,運算各成分濃縮倍率。並且,對Na的濃縮倍率與較TOC及UV260的各濃縮倍率大規定值以上的基準值進行對比。即,當將Na的濃縮倍率設為n,將TOC的濃縮倍率設為t,將UV260的濃縮倍率設為u時,分別判斷是否n>(t+α)、n>(u+β)。(t+α、u+β為基準值)。並且,當所述Na濃縮倍率大於各基準值時,判定為已產生有機物污染,當小於基準值時,判定為未產生有機物污染。The
又,對Na的濃縮倍率與較Ca、Mg及Si的各濃縮倍率大規定值以上的基準值進行對比,當所述Na濃縮倍率大於各基準值時,判定為產生有Ca、Mg或Si水垢污染,當小於基準值時,判定為未產生由Ca、Mg及Si水垢引起的污染。In addition, the concentration rate of Na is compared with a reference value that is greater than the concentration rate of Ca, Mg, and Si by a predetermined value or more. When the concentration rate of Na is greater than each reference value, it is determined that Ca, Mg, or Si scale is generated. When the pollution is less than the reference value, it is judged that there is no pollution caused by Ca, Mg and Si scale.
再者,當通量超過規定的上限值時,判定為RO膜已老化,在顯示面板顯示應更換RO膜的內容的顯示。Furthermore, when the flux exceeds the prescribed upper limit, it is determined that the RO membrane has aged, and a message indicating that the RO membrane should be replaced is displayed on the display panel.
如此一來,在RO系統的RO裝置中產生有失常的情況下,可準確地獲知其原因,因此可基於所述原因,火速採取有效的對策。In this way, when an abnormality occurs in the RO device of the RO system, the cause can be accurately known, and effective countermeasures can be quickly taken based on the cause.
再者,在所述形態中,是藉由輸入供水及濃縮水的各成分的濃度,而計算各成分的濃縮倍率,但亦可直接輸入各成分的濃縮倍率。Furthermore, in the above-described form, the concentration ratio of each component of the feed water and the concentrated water is input to calculate the concentration ratio of each component. However, the concentration ratio of each component can also be directly input.
雖對本發明無特別限定,但作為原水,可例示自來水、工業用水、井水、所有排水。Although the present invention is not particularly limited, examples of the raw water include tap water, industrial water, well water, and all drainage water.
用於凝集處理的凝集劑、助凝劑並未特別限定,但理想的是使用鐵系凝集劑。再者,根據水質,可省略凝集處理。The coagulant and coagulant aid used in the coagulation treatment are not particularly limited, but it is desirable to use an iron-based coagulant. Furthermore, depending on the water quality, agglutination treatment may be omitted.
在使用鐵系凝集劑的情況下,較佳為pH4.5~pH7.0,特佳為pH5.0~pH6.0。若pH過低,則存在藉由鐵漏出而堵塞膜的風險。若pH過高則存在凝集不良的可能性。When an iron-based coagulant is used, pH 4.5 to pH 7.0 is preferred, and pH 5.0 to pH 6.0 is particularly preferred. If the pH is too low, there is a risk of membrane clogging by iron leakage. If the pH is too high, there is a possibility of poor aggregation.
在原水中較佳為添加氧化劑(通常為次氯酸鈉)。添加量較佳為0.3 mg/LasCl2 ~1.0 mg/LasCl2 左右。It is better to add an oxidizing agent (usually sodium hypochlorite) to the raw water. The preferred addition amount is about 0.3 mg/LasCl 2 to 1.0 mg/LasCl 2 .
當在過濾裝置1b中使用膜過濾模組時,既可為掃流(crossflow)方式,亦可為總量過濾方式。When a membrane filtration module is used in the
利用膜過濾模組的處理步驟包括通水、空氣起泡、反洗、充水的各步驟。過濾通水時間是20分鐘~40分鐘。初始的膜間差壓(元件或模組的一次側壓與二次側壓的差)是在0.02 MPa~0.05 MPa左右而運轉。在膜間差壓為0.07 MPa~0.10 MPa的情況下,較佳為進行就地清洗。膜的材質為聚偏二氟乙烯(Polyvinylidene Fluoride,PVDF),耐化學品性良好而較佳。孔徑較佳為0.01 μm~0.5 μm。The processing steps using membrane filtration modules include water flow, air bubbling, backwashing, and water filling. The time for filtering water is 20 to 40 minutes. The initial inter-membrane differential pressure (the difference between the primary side pressure and the secondary side pressure of the element or module) is around 0.02 MPa ~ 0.05 MPa and operates. When the differential pressure between the membranes is 0.07 MPa to 0.10 MPa, it is better to perform in-situ cleaning. The material of the membrane is polyvinylidene Fluoride (PVDF), which has good chemical resistance and is preferred. The preferred pore diameter is 0.01 μm to 0.5 μm.
RO裝置5的鹽水(brine)量較佳為3.6 m3
/h以上。作為RO膜,並無特別限定,但較佳為標準壓力0.735 MPa的超低壓膜,膜面積較佳為35 m2
~41 m2
。較佳為初始純水通量:1.0 m/d(25℃)以上、0.735 MPa、初始脫鹽率:98%以上。較佳為以鈣硬度朗格利爾指數(Langelier Index)為0以下的方式而設定回收率。較佳為以鹽水中的二氧化矽濃度為溶解度以內的方式而設定回收率。再者,回收率通常為50%~80%。The amount of brine in the
已利用特定的形態對本發明進行詳細說明,但所屬技術領域中具有通常知識者當知,在不脫離本發明的意圖及範圍的情況下可進行各種變更。 本申請是基於2018年5月21日申請的日本專利申請2018-97219,藉由引用而援引其全文。The present invention has been described in detail using specific forms. However, it will be apparent to those skilled in the art that various changes can be made without departing from the intention and scope of the present invention. This application is based on Japanese Patent Application No. 2018-97219 filed on May 21, 2018, the entire text of which is incorporated by reference.
1‧‧‧前處理裝置
1a‧‧‧凝集處理裝置
1b‧‧‧過濾裝置
1c‧‧‧過濾水向中繼槽1d的流入配管
1d‧‧‧中繼槽
1e‧‧‧配管(自中繼槽1d向所述泵2的配管)
2‧‧‧泵
3、7、18‧‧‧閥
4、6、17‧‧‧配管
5‧‧‧RO裝置
5a‧‧‧RO膜
8、9、27‧‧‧壓力感測器
9A‧‧‧流量計
9B‧‧‧溫度計
19‧‧‧pH計
20‧‧‧運算電路
21‧‧‧警報電路
30‧‧‧診斷裝置
31‧‧‧本體部
32‧‧‧資料收集部
33‧‧‧資料保存部
34‧‧‧資料庫(儲存部)
35‧‧‧判定部
36‧‧‧顯示面板1‧‧‧
圖1是RO系統的構成圖。 圖2是RO系統的診斷裝置的構成圖。 圖3是表示RO系統的診斷方法的流程圖。 圖4是前處理裝置的構成圖。Figure 1 is a block diagram of the RO system. FIG. 2 is a block diagram of the diagnostic device of the RO system. FIG. 3 is a flowchart showing a diagnostic method of the RO system. Fig. 4 is a structural diagram of the pre-processing device.
1‧‧‧前處理裝置 1‧‧‧Pretreatment device
2‧‧‧泵 2‧‧‧Pump
3、7、18‧‧‧閥 3, 7, 18‧‧‧ valve
4、6、17‧‧‧配管 4, 6, 17‧‧‧Piping
5‧‧‧RO裝置 5‧‧‧RO device
5a‧‧‧RO膜 5a‧‧‧RO membrane
8、9、27‧‧‧壓力感測器 8, 9, 27‧‧‧Pressure sensor
9A‧‧‧流量計 9A‧‧‧Flowmeter
9B‧‧‧溫度計 9B‧‧‧Thermometer
19‧‧‧pH計 19‧‧‧pH meter
20‧‧‧運算電路 20‧‧‧Arithmetic circuit
21‧‧‧警報電路 21‧‧‧Alarm circuit
30‧‧‧診斷裝置 30‧‧‧Diagnostic device
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