Recycling Treated Municipal Wastewater for Industrial Water Use
Recycling Treated Municipal Wastewater for Industrial Water Use Recycling Treated Municipal Wastewater for Industrial Water Use
Secondary Treatment Assumptions Suspended, Colloidal & Dissolved Solids Removal Residual Suspended Solids Removal Residual Colloidal Solids Removal Residual Dissolved Solids Removal Residual and Specific Trace Constituent Removal Disinfection Adapted from Metcalf & Eddy, 2007 Conventional Secondary Treatment Facility with Nutrient Removal (Base WWTP) Microfiltration Depth Filtration Coagulation/Flocculation/ Sedimentation Surface Filtration Microfiltration Ultrafiltration Membrane Secondary Treatment Facility with Nutrient Removal Dissolved Air Flotation Nanofiltration Reverse Osmosis Electrodialysis Ion Exchange Carbon Adsorption Advanced Oxidation Chlorination Ultraviolet Radiation Ozone Residual Disinfection Water to Reuse Customer Figure D-7f. Tertiary 4 – Advanced with Ion Exchange Treatment Train as Basis of Cost
Secondary Treatment Assumptions Suspended, Colloidal & Dissolved Solids Removal Residual Suspended Solids Removal Residual Colloidal Solids Removal Residual Dissolved Solids Removal Residual and Specific Trace Constituent Removal Disinfection Adapted from Metcalf & Eddy, 2007 Conventional Secondary Treatment Facility with Nutrient Removal (Base WWTP) Microfiltration Depth Filtration Coagulation/Flocculation/ Sedimentation Surface Filtration Microfiltration Ultrafiltration Membrane Secondary Treatment Facility with Nutrient Removal Dissolved Air Flotation Nanofiltration Reverse Osmosis Electrodialysis Ion Exchange Carbon Adsorption Advanced Oxidation* Chlorination Ultraviolet Radiation* Ozone Residual Disinfection Water to Reuse Customer *UV can precede reverse osmosis; one advanced oxidation process is UV and hydrogen peroxide; cost model for study is based on Tertiary 3 water with UV only Figure D-7g. Tertiary 4 – Advanced with UV Treatment Train as Basis of Cost
- Page 487 and 488: WATER REUSE SYSTEM COST OF SERVICE
- Page 489 and 490: Appendix D-1 Water Reuse System Cos
- Page 491 and 492: Water Reuse System Estimates of Pro
- Page 493 and 494: Cost of Service, $/1000 gallon 2.00
- Page 495 and 496: Cost Curves as Basis for Tertiary 1
- Page 497 and 498: Cost Curves as Basis for Tertiary 1
- Page 499 and 500: Water Reuse System Estimated Cost o
- Page 501 and 502: Cost of Service, $/1000 gallon 10.0
- Page 503 and 504: Cost Curves as Basis for Tertiary 2
- Page 505 and 506: Appendix D-3 Water Reuse System Cos
- Page 507 and 508: Water Reuse System Estimates of Pro
- Page 509 and 510: Cost of Service, $/1000 gallon 5.00
- Page 511 and 512: Cost Curves as Basis for Tertiary 3
- Page 513 and 514: Water Reuse System Estimated Cost o
- Page 515 and 516: Cost of Service, $/1000 gallon 10.0
- Page 517 and 518: Cost Curves as Basis for Tertiary 4
- Page 519 and 520: Appendix D-5 Water Reuse System Cos
- Page 521 and 522: Water Reuse System Estimates of Pro
- Page 523 and 524: Cost of Service, $/1000 gallon 5.00
- Page 525 and 526: Appendix D-6 Water Reuse System Cos
- Page 527 and 528: Water Reuse System Estimates of Pro
- Page 529 and 530: Cost of Service, $/1000 gallon 5.00
- Page 531 and 532: Cost Curves as Basis for Tertiary 4
- Page 533 and 534: Secondary Treatment Assumptions Sus
- Page 535 and 536: Secondary Treatment Assumptions Sus
- Page 537: Secondary Treatment Assumptions Sus
- Page 541 and 542: Craddock Consulting Engineers 1 In
- Page 543 and 544: TM4: WWTP Effluent Quality Recyclin
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- Page 549 and 550: Frequency of Occurrence, % Frequenc
- Page 551 and 552: No. of Plants Total Permitting Desi
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- Page 571 and 572: 1.0 Introduction This technical mem
- Page 573 and 574: Exhibit A Regulatory Stakeholder Me
- Page 575 and 576: MCES Recycling Treated Wastewater f
- Page 577 and 578: MCES Recycling Treated Wastewater f
- Page 579 and 580: Municipal Wastewater Reuse Regulato
- Page 581 and 582: MCES Recycling Treated Wastewater f
- Page 583 and 584: Exhibit B Industry Stakeholder Meet
- Page 585 and 586: Recycling Treated Wastewater For In
- Page 587 and 588: Institutional Issues Topic Discussi
Secondary<br />
Treatment<br />
Assumptions<br />
Suspended,<br />
Colloidal &<br />
Dissolved<br />
Solids<br />
Removal<br />
Residual<br />
Suspended<br />
Solids<br />
Removal<br />
Residual<br />
Colloidal<br />
Solids<br />
Removal<br />
Residual<br />
Dissolved<br />
Solids<br />
Removal<br />
Residual and<br />
Specific Trace<br />
Constituent<br />
Removal<br />
Disinfection<br />
Adapted from Metcalf & Eddy, 2007<br />
Conventional Secondary Treatment<br />
Facility with Nutrient Removal<br />
(Base WWTP)<br />
Microfiltration Depth<br />
Filtration<br />
Coagulation/Flocculation/<br />
Sedimentation<br />
Surface<br />
Filtration<br />
Microfiltration Ultrafiltration<br />
Membrane Secondary Treatment<br />
Facility with Nutrient Removal<br />
Dissolved Air<br />
Flotation<br />
Nanofiltration Reverse Osmosis Electrodialysis<br />
Ion Exchange Carbon Adsorption Advanced Oxidation*<br />
Chlorination Ultraviolet Radiation* Ozone<br />
Residual Disinfection<br />
<strong>Water</strong> to Reuse Customer<br />
*UV can precede reverse osmosis;<br />
one advanced oxidation process<br />
is UV and hydrogen peroxide;<br />
cost model <strong>for</strong> study is based on<br />
Tertiary 3 water with UV only<br />
Figure D-7g. Tertiary 4 – Advanced with UV Treatment Train as Basis of Cost
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