Recycling Treated Municipal Wastewater for Industrial Water Use
Recycling Treated Municipal Wastewater for Industrial Water Use Recycling Treated Municipal Wastewater for Industrial Water Use
TM3: Recycled Wastewater System Components and Costs Recycling Treated Municipal Wastewater for Industrial Water Use Table 8. Reclaimed Water Classifications Classification Characteristics Advanced Secondary • For non-contact industrial uses with low concern for hardness and dissolved solids • Base WWTP process train • Meets secondary-23 recycled water criteria Tertiary 1 Conventional Tertiary 2 Membrane Filtration Tertiary 3 Membrane Softening Tertiary 4 Advanced • For industrial uses with human contact potential and/or industries that require partial hardness and dissolved salt removal • Requires a coagulation/flocculation/sedimentation process with filtration • Removes some hardness and dissolved salts; provides some soluble organic removal and color removal • Meets tertiary recycled water criteria • For industrial uses with human contact potential and/or industries that can use hard/high salt water • Provides soluble organic removal and color removal • Provides pathogen removal and reduces disinfection requirements • Meets tertiary recycled water criteria • For industries requiring low dissolved salts • Requires Tertiary 2 water followed by softening with RO or ED depending on the target constituents • Meets tertiary recycled water criteria • For industries requiring low dissolved salts and removal of trace constituents • Requires Tertiary 3 water with RO and either ion exchange, carbon adsorption or advanced oxidation processes, depending on the target constituent. • Meets tertiary recycled water criteria As shown in Table 10, a significant portion of industries use their water supply as cooling water. For most industries that require water as a cooling source for various equipment and processes, cooling water accounts for 30-95% of the water use. Existing facilities still use once-through cooling and some of these facilities could use the base quality supply, depending on the hardness and salt concentrations. As industrial facilities upgrade, once-through systems are being replaced by recirculating systems that use less water. Most new facilities with a ground water supply source use recirculating systems, in keeping with Minnesota water appropriations permit guidelines. Recirculating systems have limits on the concentration of dissolved salts in the cooling water, where excessive concentrations result in scaling and corrosion problems. There are different unit processes and groupings of processes that can remove salts and provide a softened supply for cooling water uses. Both Tertiary 1 24 Craddock Consulting Engineers In Association with CDM & James Crook TM3-Component&Costs_0707
TM3: Recycled Wastewater System Components and Costs Recycling Treated Municipal Wastewater for Industrial Water Use and 3 could provide an adequate supply for cooling water, depending on the source water quality and the cycles of concentration required for the cooling water system. It is also possible that the base reclaimed supply with or without filtration could meet cooling water requirements if the industry uses chemicals to keep the water in the right ionic balance to prevent scaling. Potable supplies with medium to high hardness are often treated with scalants for use as cooling water. The generally high hardness and high salt concentrations in Minnesota waters and wastewater make it plausible that Tertiary 1 and 3 level water may be required for recirculating cooling water use in Minnesota. Table 9. Water Quality for the Reclaimed Water Classifications 1 Constituent Advanced Secondary Reclaimed Water Concentration 2 Tertiary 1 Conven- tional Tertiary 2 Membrane Filtration Tertiary 3 Membrane Softening Tertiary 4 Advanced BOD, mg/L 5-10
- Page 346 and 347: Date Day of Wk 10/24/06 Tuesday 10/
- Page 348 and 349: Exhibit D Metropolitan (Metro) WWTP
- Page 350 and 351: MCES Metropolitan Plant Final Efflu
- Page 352 and 353: Date Day of Wk 4/19/07 Thursday 4/2
- Page 354 and 355: Date Day of Wk 4/19/07 Thursday 4/2
- Page 356 and 357: Date Day of Wk 4/19/07 Thursday 4/2
- Page 358 and 359: MCES Seneca Plant Final Effluent Sa
- Page 360 and 361: Date Day of Wk 10/8/06 Sunday 10/9/
- Page 362 and 363: Date Day of Wk 10/8/06 Sunday 10/9/
- Page 364 and 365: Date Day of Wk 10/8/06 Sunday 10/9/
- Page 366 and 367: Metropolitan Council Recycling Trea
- Page 368 and 369: Section 5 - Costs Table of Contents
- Page 370 and 371: TM3: Recycled Wastewater System Com
- Page 372 and 373: TM3: Recycled Wastewater System Com
- Page 374 and 375: WWTP 1 - 2 - 3 - 4 - 5 - 1 Treatmen
- Page 376 and 377: TM3: Recycled Wastewater System Com
- Page 378 and 379: TM3: Recycled Wastewater System Com
- Page 380 and 381: TM3: Recycled Wastewater System Com
- Page 382: o Synthetic medium o Two-stage Surf
- Page 385 and 386: TM3: Recycled Wastewater System Com
- Page 387 and 388: TM3: Recycled Wastewater System Com
- Page 389 and 390: TM3: Recycled Wastewater System Com
- Page 391 and 392: TM3: Recycled Wastewater System Com
- Page 393 and 394: TM3: Recycled Wastewater System Com
- Page 395: TM3: Recycled Wastewater System Com
- Page 399 and 400: TM3: Recycled Wastewater System Com
- Page 401 and 402: TM3: Recycled Wastewater System Com
- Page 403 and 404: Table 13 WATER REUSE SYSTEM COST OF
- Page 405 and 406: TM3: Recycled Wastewater System Com
- Page 407 and 408: TM3: Recycled Wastewater System Com
- Page 409 and 410: Cost of Service, $/1000 gallon 1.00
- Page 411 and 412: TM3: Recycled Wastewater System Com
- Page 413 and 414: TM3: Recycled Wastewater System Com
- Page 415 and 416: TM3: Recycled Wastewater System Com
- Page 417 and 418: TM3: Recycled Wastewater System Com
- Page 419 and 420: Cost of Service, $/1000 gallons 8.0
- Page 421 and 422: TM3: Recycled Wastewater System Com
- Page 423 and 424: Appendix A Water Reuse Regulatory E
- Page 425 and 426: Table A-1. 2000 California Water Re
- Page 427 and 428: California Department of Health Ser
- Page 429 and 430: Other Media Type Filters Fuzzy Filt
- Page 431 and 432: Appendix B TECHNICAL MEMORANDUM Rec
- Page 433 and 434: Appendix B Reclaimed Water Transmis
- Page 435 and 436: Exhibit 1 Transmission Main Cost To
- Page 437 and 438: Pipe Installation Data (DR 18 PVC P
- Page 439 and 440: Equipment Costs (with O&P) Item Des
- Page 441 and 442: Water Reuse Pipe Line Construction
- Page 443 and 444: Construction Unit Costs Item (2006
- Page 445 and 446: Crew Costs (with O&P) St. Paul Pres
TM3: Recycled <strong>Wastewater</strong> System Components and Costs<br />
<strong>Recycling</strong> <strong>Treated</strong> <strong>Municipal</strong> <strong>Wastewater</strong> <strong>for</strong> <strong>Industrial</strong> <strong>Water</strong> <strong>Use</strong><br />
and 3 could provide an adequate supply <strong>for</strong> cooling water, depending on the source<br />
water quality and the cycles of concentration required <strong>for</strong> the cooling water system. It<br />
is also possible that the base reclaimed supply with or without filtration could meet<br />
cooling water requirements if the industry uses chemicals to keep the water in the<br />
right ionic balance to prevent scaling. Potable supplies with medium to high hardness<br />
are often treated with scalants <strong>for</strong> use as cooling water. The generally high hardness<br />
and high salt concentrations in Minnesota waters and wastewater make it plausible<br />
that Tertiary 1 and 3 level water may be required <strong>for</strong> recirculating cooling water use<br />
in Minnesota.<br />
Table 9. <strong>Water</strong> Quality <strong>for</strong> the Reclaimed <strong>Water</strong> Classifications 1<br />
Constituent Advanced<br />
Secondary<br />
Reclaimed <strong>Water</strong> Concentration 2<br />
Tertiary 1<br />
Conven-<br />
tional<br />
Tertiary 2<br />
Membrane<br />
Filtration<br />
Tertiary 3<br />
Membrane<br />
Softening<br />
Tertiary 4<br />
Advanced<br />
BOD, mg/L 5-10