ꭥ스꧊덎삳ꗎ 낪곬늣띾뱯ꓴ덂뉺뭐Ꙟꚬ꒶닐ebooks.lib.ntu.edu.tw/1_file/enviro/101206/創新技術在廢水回收... · Waste sludge. 송붤ꗍꪫ덂뉺꡴닎뗻꛴룕엧걹땻

前瞻性技術應用 -高科技產業廢水處理與回收介紹

Frank C.H. NI (倪振鴻)PhD.,P.E.

President/ GETC

綠太環境科技股份有限公司Green Environmental Technology Co. Ltd.

綠太環境工程技師事務所Green-Tech Environmental Engineers

GETCGETC之之服務項目服務項目

(1)工業廢水處理與回收再利用系統(2)市鎮生活污水處理與回收再利用系統(3)飲用水及工業用水處理系統(4)水庫、湖泊、蓄水池(槽)水質優養化之防治與改善(5) 環保事項申請與諮詢顧問

工業廢水處理與回收再利用系統工業廢水處理與回收再利用系統

• 有機、無機廢水之處理• 重金屬廢水之處理• 高毒性與生物難分解性廢水處理• 工業廢水回收與再利用

市鎮生活污水處理與回收再利用系統市鎮生活污水處理與回收再利用系統

• 市鎮污水處理廠與下水道系統管線工程• 學校、醫院、旅館、辦公大樓與新開發社區等之生活污水處理

• 生物處理之微生物活化改善工程• 污泥資源化

飲用水及工業用水處理系統飲用水及工業用水處理系統

• 工業純/超純水處理系統• 井水、湖泊、河川用水處理系統• 飲用水高級處理技術• 海水淡化處理工程• 水庫、湖泊、蓄水池(槽)水質優養化之防治與改善

世紀新挑戰New Challenges of the Century

綠太環境科技股份有限公司Green Environmental Technology Co. Ltd.綠太環境工程技師事務所Green-Tech Environmental Engineers

生物薄膜技術

(Membrane Bio-reactor Technology)GREEN MEMBIOR ®

“生物處理技術 ”+

“薄膜分離技術 ”

2006/7/4 Membrane Seminar 8

傳統活性污泥法與沈浸式超過濾之比較

Aeration

Sand Filter

Return Activated Sludge

WasteActivated Sludge

SecondaryClarifier

HeadworksBlowers

Tertiary QualityEffluent

WasteSludge

ZeeWeed Membrane Bioreactor

GREEN MEMBIOR ® 主要優點• 高MLSS濃度操作(10,000~20,000mg/l)，耐高污染負荷變化，處理水質穩定且效果佳。

• 可同時去除有機物、懸浮固體、氮、磷等污染物。相當於高級處理水質

• 污泥產生量較傳統減少30~80%，減少運棄費用。• 毋需沉澱、砂過濾、污泥消化等，佔地及空間少，節省土地、土建成本。

• 套裝化設計，功能擴增性佳，安裝與操作維護容易。• 處理水SDI<3，可直接進入RO處理。

MBR Driver: Effluent Quality• BOD < 5 mg/L (typically non-detectable)• TSS < 5 mg/L (typically non-detectable) • NH3-N < 1 mg/L (typically <0.5 mg/L)• TN < 10 mg/L (<3 mg/L achievable in warm climate)• TP < 0.5 mg/L (<0.1 mg/L achievable)• Turbidity < 1 NTU (<0.2 NTU 95% of the time achievable)• Physically disinfected

Best approach to meet future effluent quality requirements

MBR Driver: Reduced Footprint

Retrofitting to:Retrofitting to:

Increase flow rate Increase flow rate

Minimize use of landMinimize use of land

Line AConventional

24,000 m3/d capacity3,850 m2 of land area

6.2 m3/d/m2

Line BMBR

42,000 m3/d capacity3,400 m2 of land area

12.4 m3/d/m2

Brescia Membrane Bioreactor

薄膜處理(Membrane Treatment)

0.0001 0.001 0.01 0.1 1 10 100µm

hairCrypto-sporidium

smallest micro-

organism

polio virus

Suspended solidsSuspended solids

ParasitesParasites

BacteriaBacteria

Org. macro. moleculesOrg. macro. molecules

VirusesViruses

ColloidsColloidsDissolved saltsDissolved salts

Sand filtrationSand filtration

MicrofiltrationMicrofiltration

UltrafiltrationUltrafiltration

NanofiltrationNanofiltration

Reverse OsmosisReverse Osmosis

沈浸式超過濾(UF)薄膜

• 加強的大孔徑中空纖維管所構成

• 外徑1.9 mm ，內徑0.8 mm，平均孔徑0.036 micron，操作壓力2~8 psi

• 耐氯和親水性的專利高分子聚合物所製成

超濾膜(Ultra-filtration membrane)過濾

超濾膜(UF membrane)孔徑0.01~0.1 micron, 致病菌完全去除

ZeeWeed® Evolution500d Module500a/b Module 1000 Module500c Module130/150 Module145 Module

1993 1994/95 1997/99 2000 2000 2002

ZeeWeed® 500 A,C,D and ZW 1000 Membrane Cassette

ZeeWeed® Membrane Cassettes

Permeate Header

Air Header

Air SeparatorMain Permeate

Header

ZeeWeed® 500 – the System

Permeate Pump

MBR處理流程圖

Feed Permeate

Immersed membranes

Purge/Reject

Membrane tank

Blower

Permeate pump

Backpulse tank

Overall MBR Design

國外ZeeWeed®薄膜處理廠一覽表

項目處理水量啟用時間出水水質備註

BOD

( mg/l)

TP

(mg/l)

TN

(mg/l)

TSS

(mg/l)

濁度

(NTU)

1 加拿大Port McNicoll廢水處理場 4,100 CMD May.2001 <5 <10 <5 <0.2 都市與工業廢水

2 美國加州Canyon廢水處理場 19,000 CMD Aug. 2002 <5 <10 <5 <0.2 都市與工業廢水

3 義大利Brescia廢水處理場 41,600CMD Nov.2002 <10 <5 <10 <2 都市與工業廢水

4 德國Nordkanal廢水處理場 45,140CMD Dec. 2003 <20 <2 <18 都市廢水

5 美國喬治亞州C.Creek水回收處理場 38,000CMD Apr. 2004 <2.9 <0.13 <10 <5 <0.5 回收作灌溉水

6 美國奧樂岡州Ashland三級處理場 17,000CMD May.2002 <0.07 <3 <2 都市廢水

7 新加坡Bedok Newater 工廠 42,500CMD Nov.2002 <0.2 SDI<3mg/l

8 美國加州Corona廢水處理場 8,500CMD Dec.2001 <20 <10 <20 <0.2 都市廢水

9 美國密西根Traverse廢水處理場 64,400CMD May.2004 <5 <2.5 <0.5 都市廢水

10 美國喬治亞州R.Creek廢水處理場 7,600CMD Dec.2003 <2 <5 都市廢水

11 美國喬治亞州Forsyth廢水處理場 8,500CMD Jan. 2004 <2 <0.3 都市廢水

12 美國喬治亞州Gwinnettn三級處理場 189,270CMD Oct. 2005 <0.8 <0.8 都市廢水

13 加拿大Creemore廢水處理場 1,930CMD Nov.2000 <5 <0.1 <5 都市與工業廢水

14 美國喬治亞州R.Creek水回收處理場 16,280CMD Dec.2004 <5 <0.12 <2.5 <0.5 都市廢水

15 美國佛州Key Colony廢水處理場 3,220CMD Jun. 1999 <5 <1 <3 <5 都市廢水

16 美國喬治亞州Fowler水回收處理場 17,030CMD Feb. 2004 <5 <5 <3 都市廢水

17 美國華盛頓州Duvall廢水處理場 11,300CMD Apr. 2006 <15 <20 <2 都市廢水

18 美國科州Lone Tree廢水處理場 10,600CMD Mar. 2001 <10 <0.05 <10 都市廢水

19 美國加州Redland廢水處理場 25,000CMD Jun.2001 <5 <10 <0.2 都市廢水

20 美國亞歷桑那Randolph水回收場 11,735CMD Apr. 2005 <10 <2 都市廢水

21 荷蘭Varsseveld廢水處理場 18,100CMD Jan. 2005 <0.15 <5 <20 都市廢水

22 美國喬治亞州J. Creek廢水處理場 92,500CMD <3 <0.13 <10 <1 <0.2 都市廢水(規劃中)

23 英國Buxton廢水處理場 16,358CMD Jan. 2003 <5 <1.5 <15 <5 <2 都市廢水(虹吸設計)

24 美國喬治亞州Gainsville水回收處理場 38,200CMD Jul. 2005 <2.5 <0.13 < <10 <1 都市廢水(虹吸設計)

國內GREEN MEMBIOR®處理廠一覽表

客戶廢水業別處理量 (CMD) 運轉日期應用流程/ 目的

1 CPT#1 TFT-LCD 1,300 Dec., 2000 MBR + RO / 回收

2 CPT#2 PDP 800 Jan., 2002 MBR + RO / 回收

3 CPT#3 TFT-LCD 3,800 April, 2003 MBR + RO + AOP’s/回收

4 Optimax Polarizer 600 Mar., 2004 MBR / 處理排放

5 CPT#3(expansion) TFT-LCD 5,000 April, 2004 Anaerobic +MBR + RO + AOP’s/回收

6 Optimax Polarizer 600 April, 2005 MBR + RO / 回收

7 Optimax Polarizer 200 April, 2005 Anaerobic + MBR / 處理排放

8 QDI TFT-LCD 22,500 June, 2005 MBR + RO + AOP’s / 回收

9 QDI TFT-LCD 1,500 June, 2005 Anaerobic + MBR / 處理排放

10 CPT#4 TFT-LCD 6,000 July, 2005 MBR + RO + AOP’s / 回收

11 CPT#5 TFT-LCD 1,600 Aug., 2005 MBR / 處理排放

12 FPCC Petro-chemical 20,000 Oct., 2005 MBR / 處理排放

Green Mempure ®逆滲透(Reverse Osmosis)

Green Mempure ®廢水RO之特點

• 使用RO逆滲透膜，去除有機物、離子導電物質與微量不純污染物，以提高處理水回收之應用價值。

• 多段設計，回收率可達75~90%。有機物去除率>85% ，導電度去除率>95% 。

• 使用抗垢膜組，薄膜表面平滑度高，積垢與堵塞頻率僅為傳統薄膜三分之一。

• 特殊自動化藥洗系統(CIP)設計。

高濃度有機廢水厭氧生物處理

Efflent

Waste sludge

薄膜生物處理系統評估試驗流程

處理原理：

利用懸浮性厭氣微生物與基質進行反應，最終再經沈浸式

中空纖維薄膜過濾，進而提高生物處理效率及放流水質之

有機廢水處理技術。

Air

Raw water

Biogas

MAP 廢水處理技術FBC：流體化床結晶（Fluidized Bed Crystallization）

HPO42-+ Mg 2+ NH4+ + 6H2O MgNH4PO4.6H2O

應用‧ 含氟,氮廢水‧ 水質軟化‧ 重金屬廢水

鹼劑廢水

處理水

迴流水

水流分佈器

藥劑

擔體

結晶

擔體床呈流體化狀態

特性‧ 無污泥產生‧ 晶體量少，且可資源化利用

何謂高級氧化處理 ?

• 藉由高氧化力之物質如 OH·, O3, O·...等氧化分解污染物

UV/OZONE/H2O2 : HOW DOES IT WORK ?

UV/OZONE O3+ H2O +UV <-> O(1D)+ O2* + H2O = H2O2+O2 = 2 OH°

H2O2<-> HO2-+ H+

HO2-+ O3 <-> HO° + O2°- + O2,

H2O2+ O3<-> H2O + 2 O2,

OZONE/H2O2

H2O2 + UV <-> 2 OH°UV/H2O2

高級氧化處理之優點

• 可分解具毒性且生物難分解之有機污染物，達成TOC去除之目的。

• 用於三級處理處理水可達回收再利用之要求。

• 分解速度快，反應時間短(< 30Min.)，節省用地成本。

• 反應效率穩定，操作維護容易。

AQUAFINECORPORATION

Wastewater Treatment & Reclaim Work List in Taiwan(Opto-electronic Industry)

Client Industrial Type

Capacity (CMD) Commissioning Date.

Remarks

CPT#1 TFT-LCD(3.5G) 1,300 Dec., 2000 Org W.W. treatment for reclamation

CPT#2 PDP 800 Jan., 2002 Org W.W. treatment for reclamation

Optimax Polarizer 600 Mar., 2004 Org W.W. treatment

CPT#3 TFT-LCD (4.5 & 5 G)

10,500 April, 2004 Inorg W.W. treatment Org W.W. treatment for reclamation

Domestic WW treatment for reclamation Optimax Polarizer 1,500 April, 2005 Inorg W.W. treatment

Low Org W.W. treatment for reclamation High Org W.W. treatment

QDI TFT-LCD(6 G) 45,000 40000(Reclaim)

June, 2005 Rinse WW treatment for reclamation LOW Org W.W. treatment for reclamation

High Org W.W. treatment Inorg W.W. treatment

CPT#4 TFT-LCD(6G) 30,000 20,000(Reclaim)

Aug, 2005 Rinse WW treatment for reclamation LOW Org W.W. treatment for reclamation High Org W.W. treatment for reclamation

Inorg W.W. treatment CPT#5 Color

Filter(6G) 12,000

6,000(Reclaim) Aug, 2005 Rinse WW treatment for reclamation

Org W.W. treatment Inorg W.W. treatment

TFT-LCD Wastewater Treatment andReclamation Plant(1)

State of Arts-Industrial wastewater treatment & reclamation

Wastewater Treatment andReclamation Plant(1)

• WWTR in the 4.5 & 6 Gen. TFT-LCD industry• Total Wastewater Design Flow 35,000CMD • Reclaim water flow 25,000 CMD• Organic Wastewater 11,000CMD Capacity • MBR+RO+AOP’s• Reclaim flow 8,550 CMD, Recovery>78%• Reclaim water :

TOC<1 mg/l ,Con.<150 us-cm to UPW & Cooling water make-up , TOC<2 mg/l ,Con.<150 us-cm to Cooling &scrubber water make-up

Reclaim & Wastewater Treatment Systems(1)

IWWR

Clean& Acid rinse water

Green Mempure ®

ROActivated Carbon

(AC)

Reclaim to process water make-up

LOWWR

Low org. W.W.

Green Membio ®

(MBR)

AOP’s

(UV/H2O2)

Activated Carbon(AC)

Green Mempure ®

RO

Reclaim to cooing tower water make-up

T Reclaim & Wastewater Treatment Systems(2)

Green Membio ®

(MBR)Anaerobic

Reclaim to cooing water & Scrubber water make-up

HOWWR

High org. W.W.

AOP’s

(O3/H2O2)

Activated Carbon

(AC)

Green Mempure ®

RO

FBC ®

(Nitrogen Recovery)

MCMAB ®Membrane-coupled Methanogenic and Facultative Bioreactor

Dischagre

High Organic Wastewater Treatment and Reclamation Plant (5000CMD)

Q=5000 CMDTOC<1000mg/lCOD<3000mg/l

SS<50mg/lTN<200mg/l

TOC<500mg/lCOD<1200mg/l

Q=5000CMDTOC<15mg/lCOD<30mg/l

SS<2 mg/lTN<30mg/l

Organic Wastewater

Process flow for the HOWTRP

PH adj. Aeration(1)Anoxic(1) UFMembrane

Anoxic(2) Aeration(2)Anaerobic


Equalization

RO O3/H2O2 AC Reclaim to cooling tower & Scrubber system

(Reclaim ratio:75%)

Q=3750CMDTOC<2mg/l

Con.<150 us-cm

TOC<3mg/lCon.<150 us-cm

High Organic Wastewater Treatment and Reclamation Plant (5000CMD)

• Raw water capacity : 5,000CMD• UF membrane : Zenon Zeeweed 500C

4 Trains, 5 cassettes/each train22 X ZW 500C modules/each cassette

• RO+AOP’s capacity : 3,750CMD• Recovery : >75%• Reclaim water use : Cooling tower & Scrubber• Commissioning date: April, 2003(MBR)

Nov., 2005(Anaerobic)

TFT-LCD High Organic Wastewater Treatment and Reclamation Plant(5000CMD)

MBR System (4 Trains, 5 cassettes/train)

• ZeeWeed 500c• 4 Trains, 5 cassettes/Train• Total 20 cassettes•Total 440 elements

MBR Relevant Equipment

Green Mempure RO System

• Feed flow 200 cmh• Recovery 75%

Treated Water

(a) (b) (c ) (d) (e) (f) (g) (h) (i)

(a):raw wastewater, (b) PH adjustment, (c) anoxic tank, (d~f): aeration tank, (g):membrane tank, (h): UF permeate, (i): RO permeate

Low Organic Wastewater Treatment and Reclamation Plant (6000CMD)

• Raw water capacity : 6,000CMD• UF membrane : Zenon Zeeweed 500d

4 Trains, 3 cassettes/each train44 X ZW 500d modules/each cassette

• RO+AOP’s capacity : 4,800CMD• Recovery : >80%• Reclaim water use : Process water & UPW make-up• Commissioning date: Aug, 2004(MBR)

Low Organic Wastewater Treatment and Reclamation Plant(6000CMD)


SS<50 mg/lTN<100mg/l


SS<2 mg/lTN<30mg/lOrganic

Wastewater

Process flow for the LOWTRP

AerationAnoxic UFMembrane

Green Membio ® MBR SYSTEM

Equalization PH adj.

RO UV/H2O2 AC Reclaim to UPW make-up & Process water

(Reclaim ratio:80%)

Q=4800CMDTOC<1 mg/l

Con.<150 us-cm

Q=5100CMDTOC<2mg/l

Con.<150 us-cm

Low Organic Wastewater Treatment and Reclamation Plant(6000CMD)

MBR Relevant Equipment

• ZeeWeed 500d• 4 Trains, 3 cassettes/Train• Total 12 cassettes•Total 576 elements

Green Mempure RO System

• Feed flow 250 cmh• Recovery 85%

UV/H2O2 System

1F layout

MBR pumps area

Chemical tanks area

FBC area

補晶漏斗

RO

RO

RO

RO

RO

RO

NaCl

NaOH

NaCl

SBA

SBA&AC

Distribution tanks

PH adjustment tanks

4F layout

RO

RO RO

RORO

RO

5F layout (RO+UV+AC)

MLSS Variation in the MBR System

MLSS

02000400060008000

100001200014000160001800020000

6/16 7/1 7/16 7/31 8/15 8/30 9/14 9/29 10/14

Date

MLS

S(m

g/L)

無氧槽

曝氣槽B1曝氣槽B2

Organic Removal in the MBR System

0

200

400

600

800

1,000

1,200

1,400

1,600

1,800

6/16 7/1 7/16 7/31 8/15 8/30 9/14 9/29

Date

CO

D(m

g/L)

0

20

40

60

80

100

120

Date

CO

D R

emov

al(%

)

調勻槽(TK-5501)

UF出流水

COD去除率

Treated water COD<30mg/l

Wastewater Treatment andReclamation Plant(2)

State of Arts-Industrial wastewater treatment & reclamation

Wastewater Treatment and Reclamation Plant

• WWT in the Sixth Gen. TFT-LCD industry• Total Wastewater Design Flow 45000CMD • Reclaim water flow 36,500 CMD, Recovery>85%• Reclaim water : TOC<0.5 mg/l ,Con.<150 us-cm to UPW make-up ,


IWWR

Clean& Acid rinse water

AOP’s

(UV/H2O2)

Activated Carbon

(AC)

Reclaim to process make-up

LOWWR

Low org. W.W.

Green Membio ®

(MBR)

AOP’s

(UV/H2O2)

Activated Carbon(AC)

Green Mempure ®

RO


Green Membio ®

(MBR)AnaerobicHOWWR

High org. W.W.

FBC ®

(Nitrogen Recovery)


Dischagre


FWW

Floride W.W.Physical & Chemical

Treatment

Dischagre

Sand Filter

(SF)

IOWW

Inorg. W.W.Physical & Chemical

TreatmentSand Filter

(SF)

Organic Wastewater Treatment and Reclamation Plant (22500CMD)


SS<50 mg/lTN<20mg/l

Q=22500CMDTOC<10mg/lCOD<30mg/lSS< 2 mg/lTN<10mg/l

Organic Wastewater Green Membio ® MBR SYSTEM

AerationAnoxic UFMembrane

Process flow for the OWTRP

Equalization PH adj.

Reclaim to UPW make-up & Process water

(Reclaim ratio:>85%)

RO UV/H2O2 AC

Q=19200CMDTOC<0.4 mg/l

Con.<150 us-cm

Q=20250CMDTOC<1mg/l

Con.<150 us-cm

Organic Removal in the MBR System

0

50

100

150

200

250

8/1 8/8 8/15 8/22 8/29 9/5 9/12 9/19 9/26 10/3Date

TOC

(mg/

L)

0.0

20.0

40.0

60.0

80.0

100.0

120.0

TOC

Rem

oval

Per

form

ance

TOC-influent

TOC-UF permeate

TOC Removalperformance (%)

Influent TOC> 120mg/l

Treated water TOC<15mg/l

Reclaim Water Quality

00.050.1

0.150.2

0.250.3

0.350.4

0.450.5

8/1 8/8 8/15 8/22 8/29 9/5 9/12 9/19 9/26 10/3Date

TOC

(mg/

L)

TOC-1

TOC-2

TOC-3

Reclaim water TOC<0.4 mg/l

TMP Variation of the MBR system

Figure 4: TMP vs. Time. (ZW 1)

-50.00

-40.00

-30.00

-20.00

-10.00

0.00

10.00

20.00

30.00

40.00

50.00

7/1

7/31

8/30

9/29

10/2

9

11/2

8

12/2

8

1/27

Date

TMP

(Kpa

)

Before BackPulse Vacuum During BackPulse Vacuum

Wastewater Treatment andReclamation Plant Plane View(2)

4160

3605

3290

2400

3100

3570

3487

3800

20900 16300 10975 3775 2925 6950 6950 6950 6950 3775 3025 18175 15900

20100

32650 32900 24500 32600

2500

2000

2500

2000

PU-506A/B

PU-507

PU-508A/B

PU-509

PU-510A/B

10125

2490

3800 1120

15650

14400

4300

BL-201A

BL-301A

BL-201B

BL-201C

BL-201D

BL-202C

BL-8500D

BL-8500C

BL-8500A

BL-8500B

BL-301B

BL-202B

BL-202A

500

3000

11160

3000

13300

1320

1115

1872

1001

1900

1741

2766

50

5006071243

1270

2115

1270

1300

1400

1130150

2330

2330

2330

2400

500

2970

2100

2100

1750

1750

1750

1750

2278

7307301820

6406401770

1592

780

1320

922

1093

1093

1093

1949

780

657

6571400

1120

1000 1000

690690

690 690

1040610610

860860

350350

600600

610610

388353

690690690690

1500

1660

1660

1500

1660

1500

1500

0

657

1093

657

1093

657

1093

657

922780

1320

7801320780542

949

300 500657 1243 657 3643

320

823

2960

2330

2330

2330

1210

14150 15875

5800

5000 1600

18900

604503500

2500

18900

67600

4000 600

1400

6000

6000

6000

6000

6000

6000

6000

6000

2000

Sump pit500×750×200D

T-301-2SPX W/W Tank

T-101AInorg. Reclaim W/W Tank A

T-101BInorg. Reclaim W/W Tank B

T-301-3BReclaim ROR Tank B

T-301-3AReclaim ROR Tank A

T-401AF W/W Tank A

T-301-BH. Org. W/W Tank B

T-315BH. Org. Emergency

Tank B

T-301-1TMAH W/W Tank

T-315AH. Org. Emergency

Tank A

T-301-AH. Org. W/W Tank A T-401B

F W/W Tank B

T-501BOther W/W Tank B

T-501AOther W/W Tank A

T-510AWWT Emwrgency Tank A

T-510BWWT Emwrgency Tank B

T-211BL. Org. Emergency Tank B

500×750×200DSump pit

T-201BL.Org. W/W Tank B

T-511

500×750×200DSump pit

T-201AL.Org. W/W Tank A

T-211AL. Org. Emergency Tank A

吊裝口

PU-101A/B/C/D/EPU-505A/B/C

PU-501A/B/CPU-401A/B/CPU-312A/BPU-304A/B PU-303A/B

PU-302A/B

PU-301A/B/C

PU-214A/B/C

PU-201A/B/C

1000

311300

7200720072007200720072007200720072007200720072007200720072007200720072007200720072006000105001300085001210010000

IWWR/LOWWR/HOWWD/FWWD/IOWWD Collection tanks Blowers room

Emergency tanks

B1F plane view200M

50M

200000

300030003000

丰典排風百葉300cm(L)×100cm(W)消音百葉400(L)×100(W)×600H(H)

#1-C

4300

5300

5350

4150

RD

RD

4300

Sludge Calce area

RDRD RD

吊裝平台

4950

!N60

0

RD

吊裝平台43

00

3000T-205B Aeration Tank B

2000

T-203C Distribution Tank C

T-204B Anoxic Tank B

9350

T-203B Distribution Tank B

T-202AL. Org. pH Tank A

T-202BL. Org. pH Tank B RD

T-205A Aeration Tank A

4150

T-203A Distribution Tank A

T-204A Anoxic Tank A

4294

#1-E

#1-F

#1-D

#1-B

#1-A

6250

6550

管道預留for吊裝

2000 3000

3000

1500 3000

3000

3000

3000 3000

3000

3000

PU-7000CPU-7000A/B

T-607H3PO4

?3000*H5700

T-606AMgCl2

?3000*H5700

T-601H2SO4

?300*H4500 T-609HCl

?3000*H5700

T-603ACaCl2

?3000*H5700

T-606BMgCl2

?3000*H5700

T-606CMgCl2

?3000*H5700

T-603BCaCl2

?3000*H5700T-611NaHSO3

?2000*H3200

T-602CNaOH

?3000*H5700

T-602BNaOH

?3000*H5700

T-602ANaOH

?3000*H5700

T-604PAC

?3000*H5700

T-608

營養劑?2000*H3200

T-612H2O2

?2430*H3063

T-610NaOCl

?2500*H4100

2550

3770

2150

4300

360036001660 14402000 3900 3400 1850

85038503500385038503400

2850325033003015 3680350 350 350 350 350

350350350350350350850

2380

300

900 40

0

400

400

400

400

2225 350 3550 350 3050 3501675 1485350 3250 350 3250 3501665

400

800

800

800

800

800

1175250 3050 3500 3500 3150 3500 2775950 22750 5300

350

2500

300

3250

550

35353200

300

300

洗手台W1F-W02

洗手台W1F-W03

洗手台W1F-W01

沖身洗眼器W1F-S02


T-605APOLYMER(-)?2500*H4100

T-605BPOLYMER(-)?3000*H4250

1630

670

1549

670

2405

670

670

1130 21303106 154

PM-601POLYMER(-)

1500*3000*H2300

LOWWR biological tanks

1F plane view

Chemicals area Sludge hopper area

SU-201Dehydrator Room

細篩機細篩機

SU-401

SU-402

T-609-2

爬梯

370

740

370

3655

460910 460

830830

2285

290500 265

LO.PU-3500B

LO.PU-3500C

LO.PU-3500D

MX-302

290

2432

1060

2432

1060

609

2432

1060 3440

4271

4479

4271

1816

18162289

2190

300

1200

洗手台W2F-W02 洗手台W2F-W01沖身洗眼器W2F-S02

洗手台W2F-W03


Dehydrator Room

PU-406A/B

2000

800

1,800

1,750

800

1,200

Control Panel

1,700

1,750

1,200

800

PU-306A/BPU-309A/B

2500

2400 2050

PU-307A/BPU-308A/B

PU-310A/BPU-311A/B

LO.PU-3500A

LO.P

U-5

400A

/BN

aOC

lLO

.PU

-510

0M

C-1

LO.P

U-6

000

LO.PU-9200A/B

1148

802

803

1143

1003

803

1143

Rest room

丰典排風百葉300cm(L)×100cm(W)

吊裝平台吊裝平台吊裝平台

吊裝平台

6400

6400

6250

3000#2-C

2000

3000

載重15t/m2

1300

#2-E

T-312Relay Tank

T-310MAP pH Tank

#2-F

4300

FBC

Lab. roomT-213

Org. Sludge Tank

T-212Org. Thickener

2300

#2-D

T-408Inorg. ThickenerT-309

H. Org. UF T/W Tank

T-409Inorg. Sludge Tank

T-314Monitoring Tank (1)

Spares room

Control room

4300

#2-A

#2-B

6500

3100

2100

6550

PU-404A/B

PU-403A/B

PU-313A/B

PU-203A/B PU-202A/B

3000

3000

3000

3000

3000

30003000

380

760

380

2000

3106203102000

760380

2000

380

3106203102000

570265 350750 750750350 350750350

325

325

325325

213

213

SR-201SR-402

Sludge dewater room FBC system area Sludge thickener tanks

LOWWR MBR system

2F plane view

Control room

3489 3517

1748302741736024775

1802

3823

1823

4128

5994

335

478

478

325650325

625

565

800800800455 1185

2000

1250

MP-401A/B/C

CPCP-1-1

N.P(800A)

IWWR & OWWR

1,0001,2001,200

回收系統電力室

1,000

RO ROOWWR

1,200

1,0001,000

OWWRRORO

OWWR

ID NO.30828

1,0001,000

OWWRACAC

IWWR

ID NO.30845ID NO.30827

1,000

ACOWWR

MST(N)-A6N.P(800A)

OWWRUV

IWWRUV

1,0001,000

MST(N)-A5N.P(800A)

AC 480V//

TR-600KVA

AC415V /240V

1,500TR-600KVAAC 480V//

AC415V /240V

N.P(1000A)MST(N)-A5

1,500

OWWR OWWRIWWR

OWWR

TR-600KVA

1.MgCl22.H3PO4

3.NaOH

335670335

513513

335670

AC415V /240V

AC 480V//

1,000

1,500

IWWRIWWRMST(N)-A1

ID NO.30820

RO

MST(N)-A2N.P(800A)

ID NO.30821

OWWRMST(N)-A4N.P(800A)

ID NO.30826

AC

UV

IWWR

1,100

2,500

IWWR

N.P(800A)MST(N)-A3

IWWR

1,200

ID NO.30822

1,750

1,000

2,800

ROCP-1

1,000

1,000

ROOWWR

1,0001,000

ROOWWRRO

OWWRRO

ID NO.30847

OWWR

1,000

OWWRRO 8

00

1,000

MST(N)-A9N.P(800A)

ROACOWWR

1,200

OWWR

1,000

OWWR

1,0001,000

ROOWWRRO

OWWRRORO

OWWR

1,000

ID NO.30829

OWWRUV

1,000IWWRUV

TR-600KVAAC 480V//

AC415V /240V

MST(N)-A7N.P(800A)

1,500

OWWR

TR-600KVAAC 480V//

AC415V /240V

OWWR

1,000

1,500


ID NO.30854

OWWRMST(N)-A11N.P(300~350A)

ID NO.30855IWWRMST(N)-A4N.P(800A)

ID NO.30844


ID NO.30848 6900

500

500 3150 1550 3150

5752

50015251525

748

649

3075

350750750350

T-605FPOLYMER(-)?2000*H3200

洗手台W3F-W02 400800800800800

970490500

1400

2000

600

2000

600

2000

1400

604

2000

600

2000

600

2000

600

2000

740

2616 1000768 1000261610007681000

3541

10007681000

1632

1000768

1675 3150

6800

975 975675 1950 525

3150 1550 3150 500 3150 1550 3150

1000

1632

10007681000

1450

875

875

640100010001000640

1450

875

875

490970 970 970

800 800800800455

1650400800800800800400

833833745

710710

1335

PU-102A/B502400800800800800

PU-208A/B

833

833

4400

AC-201E

?2650

?2650

?2650

AC-201A AC-201B

AC-201F

?2650

?2650

AC-201C AC-201D

?2650

?2850

AC-101A

?2850

AC-101B AC-101C

?2850

?2850

AC-101D

AC-101E

?2850

?2850

AC-101F

?2850

AC-101G

2400 22392121

1400

1510

4900

810810 2280

1600

450900900 900900 900450

810

810

2690

2045

2045

1000

1000

1260

3735

1630

450

900

900

450

1030

340

680

680

3402040

460920460

PU-408A/B

PU-409A/B

PU-410A/B

2806

2845

洗手台W3F-W01沖身洗眼器W3F-S01

1500

1980

4220

2606

2121

6310171024101980 1980

198026201980 21212549

1717

10101980

19801124 9392479 212124792121 21212479

2147312121212589 2121

2180 2750 2270 1830

980 2750 2750 2550

2600

2950

2650

1200

1760

1510

4900

PU-405A/B/C

2950

3090

140K擴充AC預留空間

140K擴充UV預留空間

140K擴充RO預留空間

未來擴充第八及九套位置

T-210COrg. reclaim selection TankC

T-210BOrg. reclaim selection TankB

RC走橋


吊裝平台

RD

吊裝平台

RD RD

吊裝平台

吊裝平台

PU-207A/B/C/D/E

PU-209A/B/C/D

3550

5000

1450

1450

50003550

PU-103A/B/C/D/E

T-103AInorg. reclaim selection Tank A

T-209Org. UV T/W Tank(1)

T-103BInorg. reclaim selection Tank B

T-210AOrg. reclaim selection TankA

T-103CInorg. reclaim selection Tank C

F reaction Tank A

F coagualation Tank A

T-403A T-404A

T-402A T-405AF W/W pH Tank A

F flocculation Tank A

RD

PU-503A/B/C/D/E/F

T-508SF T/W Tank

T-506Transfer Tank

T-407Monitoring Tank (2)

T-509Discharge montoring

Tank

F coagualation Tank B

F reaction Tank B

T-404BT-403B

T-405BT-402B

F flocculation Tank BF W/W pH Tank B

T-406BF Settling Tank B

RC走橋T-207A

UF T/W Tank(2)T-208

RO T/W Tank(1)T-102

Inorg. UV T/W Tank

T-207BUF T/W Tank(1)

T-406AF Settling Tank A

6500

#3-F

#3-G

#3-I

#3-H #3-B

#3-C

#3-D#3-E

6500

PU-208C/D/E/F/G/HPU-102C/D/E/F/G/H/I

PU-512A/B/C

PU-504A/B

PU-402A/B/C

7200720072007200720072007200720072007200720072007200720072007200720072007200720072006000105001300085001210010000700070007000

289700

12000

12000

6850

5550

600

6900

SR-401ASR-401B

Phase2

2851

972

w3

wT wT.5

5452

2176247

3570 3630 3565 3635

36303570

170

3823

6007

997

3823

2329

OUV-7A/B

OUV-8A/BIUV-15A/B

IUV-14A/B

AC area UV/H2O2 area RO area FWWD area Sand filter

3F plane view

640280

SR-501A SR-501B

MX-301C MX-301A MX-301B MX-301D

MX-303A

MX-303B

MX-303D

MX-303C

10HP循環泵X3台

2"電管

風門開關

100HP風機10HP循環泵X3台

1980

12000

23000

280640280

280

線槽

給水管

風門開關PH計隔離線導管

槽

線

2"電管100HP風機

爬梯與護圈

檢測平台

煙囪

排水管

350700350 3600

560

560

3650

347792 792792347

550

550

3538

280

12957

7675

2050

T-505AOther settling Tank A

沖身洗眼器WRF-S02洗手台WRF-W02

沖身洗眼器WRF-S01洗手台WRF-W01

洗手台WRF-W03

3507003501292350700350450

560

560

3510

T-605EPOLYMER(-)?3800*H4450

MP-501A/B/C3350

T-302DH. Org. pH Tank D

541280

240

240

4158

2000

350

700

350

1650 560560

3510

390730390

670670

T-88Backpulse/Permeate Tank

DIP Tank

3000

GETC SCOPEGETC SCOPE

3000

6300

4500

6150

4850

280541280

3510

240240

354642354

550

550

3510

1300

1300

908

T-302A/BH. Org. pH Tank A/B

T-302CH. Org. pH Tank C

排水管

給水管

PU-502A/B

PU-502C/D

5015


4000

2000

3000

T-304AH. Org. Anaerobic Tank AT-304C

H. Org. Anaerobic Tank C

T-305CStripper Tank C

T-303ADistribution Tank A

T-305AStripper Tank A

T-306AAnoxic Tank A

T-304BH. Org. Anaerobic Tank B

T-305BStripper Tank B

T-306BAnoxic Tank B

T-307AAeraction Tank A

T-303BDistribution Tank B

T-307BAeraction Tank B

T-308UF Mem. Tank

RC走橋

#R-G

4300

#R-F

T-305DStripper Tank D

T-304DH. Org. Anaerobic Tank D

#R-E#R-C

#R-D

T-503BOther coagulation Tank B

T-503AOther coagulation Tank A RC走橋

T-502BOther pH Tank B

T-502AOther pH Tank A

#R-B

T-505BOther settling Tank B

T-504BOther Flocculation Tank B

T-504AOther Flocculation Tank A

#R-A

RF Plane view

IOWWD area Scrubber area HOWWD biological tanks

HOWWD MBR area

HOWWD anaerobic tanks

維護環境是我們的業務

Safeguarding the Environment is Our Business

綠太環境科技股份有限公司Green Environmental Technology Co. Ltd.

綠太環境工程技師事務所Green-Tech Environmental Engineers

Documents

ꭥ스꧊덎삳ꗎ 낪곬늣띾뱯ꓴ덂뉺뭐Ꙟꚬ꒶닐ebooks.lib.ntu.edu.tw/1_file/enviro/101206/創新技術在廢水回收... · Waste sludge. 송붤ꗍꪫ덂뉺꡴닎뗻꛴룕엧걹땻