Water Treatment Steel(including pipes, fittings, flanges and structural)

Water Treatment Steel(including pipes, fittings, flanges and structural)

Water Treatment Steel(including pipes, fittings, flanges and structural)
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  • Water Treatment Steel(including pipes, fittings, flanges and structural)

Water Treatment Steel(including pipes, fittings, flanges and structural)Global Sourcing for Engineering & Procurement

 

1. Product Positioning and Scope

1. Positioning: For raw water intake, transmission and distribution, process piping, chemical dosing and disinfection, sludge and reclaimed-water systems in drinking-water and wastewater plants, plus plant steel structures and accessories. Covers carbon and low-alloy steel, ductile iron, stainless and duplex stainless, cu-ni and titanium for seawater critical points, and lining/coating systems paired with steel pipelines.

2. Media and environment: Chloride-bearing clean water and reuse water, sodium hypochlorite and chlorine, ozone and chlorine dioxide, acid/alkali dosing liquids, sand-laden sludge and slurries, seawater/brine, buried and coastal high-salt-spray exposure.

3. Deliverables: Straight pipes, butt-weld fittings (elbows/tees/reducers), AWWA flanges and EN/ASME flanges, valve spools, lining and coating packages, field-assembly pieces and prefabricated spools (incl. maintenance pieces and sampling ports).

 

 

2. Standards Matrix (Grouped by Material and Use)

Project-specific specifications prevail. Use the leading authority in each standard family for cross-regional alignment.

1. Steel water and process pipelines

Pipes and fittings: AWWA C200 (welded steel water pipe), AWWA C208 (steel fittings); in Europe use EN 10224 (water pipe), EN 10217-1 (pressure welded pipe); China references GB/T 3091 (welded) and GB/T 8163 (seamless) with water-sector QA addenda in the spec.

Flanges and connections: AWWA C207 (water-works flanges), EN 1092-1 (PN series), ASME B16.5/B16.47 (Class series); grooved joints per AWWA C606.

Linings and coatings: AWWA C205 (cement-mortar lining), AWWA C210 (liquid epoxy), AWWA C213 (FBE), AWWA C222 (polyurethane). Tape sleeves per AWWA C214/C215/C216/C217; 3-layer PE systems per project (ISO 21809/DIN 30670) where specified.

Welding and inspection: Field welding per AWWA C206 with procedure qualification per ASME IX; holiday testing per AMPP/NACE SP0188; mill certificates per EN 10204 3.1/3.2.

2. Ductile iron systems

Pipe and lining: AWWA C151 (ductile-iron pipe), AWWA C104 (cement-mortar lining); international equivalence ISO 2531/EN 545.

Fittings and joints: AWWA C110/C153 (fittings), AWWA C111 (rubber-gasketed joints).

3. Stainless and duplex systems

Pipe and plate: ASTM A312 (austenitic seamless and welded), ASTM A778 (as-welded thin-wall), ASTM A790 (duplex), ASTM A240 (plate); dimensional series per ASME B36.19 (stainless) and ASME B36.10 (carbon steel).

Fittings and flanges: ASTM A403 (stainless BW fittings), ASTM A815 (duplex fittings), ASTM A182 (stainless/duplex flanges); pickling and passivation per ASTM A380/A967; tolerances per ISO 1127 (select D/T class).

Potable-water compliance: NSF/ANSI 61 and 372, or regional equivalents (WRAS/ACS/KIWA/KTW-BWGL).

4. Composites and plastics (for chemical-dosing/anti-corrosion branches, with steel-system interface compatibility)

HDPE: AWWA C906 (PE4710), ISO 4427.

PVC/CPVC: AWWA C900 (pressure PVC; legacy C905 integrated), CPVC typically to ASTM F441/F439.

FRP/GRP: AWWA C950 (fiberglass pressure pipe).

 

 

3. ScenarioMaterialStandardSize Mapping (Textual Quick Match)

1. Raw and potable transmission mains (buried or on racks)

Material & standards: Steel AWWA C200 with C205 lining and C213 or 3-layer external coating; or ductile iron AWWA C151 with C104 lining.

Size & rating: Typically DN 600 to >DN 3000; pressure/thickness by AWWA C150/C200 calculations; ends BW/flanged/grooved (AWWA C606).

2. Plant clean-water and reuse headers (aboveground)

Material & standards: Steel C200 with C210 (potable epoxy) or C222 (PU); stainless 304L/316L per ASTM A312; flanges AWWA C207 or EN 1092-1 PN.

Size & tolerance: Typically DN 150DN 1200; stainless tolerances ISO 1127 D2/D3 with T2/T3.

3. Sodium hypochlorite and chlorinated streams (strong oxidants)

Material & standards: Prefer CPVC (ASTM F441) or PVDF, or FRP (AWWA C950); metallic branches use 2205/2507 (ASTM A790) with limits on temperature and residual chlorine; avoid crevices/stagnation.

Size & details: Typically DN 15DN 150; gaskets PTFE; elastomers EPDM/FKM.

4. Ozone and chlorine dioxide systems

Material & standards: 316L or 2205 (ASTM A312/A790) with PTFE gaskets; PVDF/FRP are acceptable alternatives.

Size & details: Typically DN 25DN 300; facing roughness per gasket supplier.

5. Sludge and high-solids slurries

Material & standards: Thick-wall carbon steel (AWWA C200) lined with rubber/PU/ceramic, or HDPE (AWWA C906); reinforce elbows and throttling points.

Size & hydraulics: Typically DN 150DN 800; design minimum velocity 1.52.0 m/s to resist deposition.

6. Seawater desalination intake/outfall and cooling

Material & standards: Duplex 2205/2507 (ASTM A790) or FRP (AWWA C950); exchangers and critical services use Ti Gr.2 (ASTM B338) and cu-ni (ASTM B111/B466).

Size & rating: Typically DN 300DN 2500; flanges EN 1092-1 PN16PN40 or AWWA C207 Class D/E.

7. Hygienic and ultra-pure branches

Material & standards: 316L to ASME BPE with EP/BA finishes; surface roughness to BPE SF grades; gaskets per FDA/USP-VI.

Size & joints: OD 676.2 mm; fittings per BPE/ISO 2852.

8. Plant structures and pipe racks

Material & standards: Structural steel per project/region; protective coating systems per ISO 12944 with enhanced durability for coastal splash/immersion zones.

 

 

4. Size Range and Tolerances (Per Standards; Project to Quantify)

1. Steel water pipe (AWWA C200): DN 400 to >DN 4000; thickness by design; typical 612 m lengths; C205 or C210/C222 lining; C213 or 3-layer external coating; BW/flanged/grooved ends. Dimensional tolerances, out-of-round and straightness per C200 and contract.

2. Ductile iron (AWWA C151/ISO 2531/EN 545): Wall by pressure class or K-series; typical 6 m length; joints per C111; lining per C104.

3. Stainless/duplex (ASTM A312/A790): Dimensional series ASME B36.19; tolerances per ISO 1127 D/T; typical 6 m and 12 m lengths; pickling/passivation per ASTM A380/A967.

4. Flanges: AWWA C207, EN 1092-1, ASME B16.5/B16.47; RF/FF/RTJ facings; surface finish per standard/gasket; bores must match NPS×Sch or DN×wall.

 

 

5. Manufacturing Flow and Critical Controls

1. Steel C200: Plate rolling and SAW welding, weld NDE; internal lining to C205 or C210/C222; external coating to C213 or 3-layer systems; provide insulating joints and cathodic protection for buried lines.

2. Stainless/duplex: Post-weld pickling and passivation; control iron contamination and δ-ferrite; electropolish when required; verify ISO 1127 tolerances and cleanliness.

3. Ductile iron: Centrifugal casting/annealing, C104 lining QA; rubber-gasketed joints per C111.

4. Field joints and repairs: Welding per ASME IX; coating repairs per system-matched materials/procedures; holiday testing per AMPP/NACE SP0188.

 

 

6. Quality Verification and Documentation

1. Chemistry and MTC: EN 10204 3.1/3.2; PMI for stainless/duplex where required.

2. Mechanical and hydro: Steel pipe hydro per C200; ductile iron per respective standards; stainless per A312/A790 and project.

3. Linings and coatings: DFT, adhesion, impact and bend, holiday testing; appearance/density for cement mortar.

4. Potable compliance: Provide NSF/ANSI 61 and 372 (or regional equivalents) for drinking-water contact.

5. Records and traceability: WPS/PQR, NDE reports, coating QC, CP commissioning and insulating joint records.

 

 

7. Supply Forms and Packing

1. Forms: Straights, prefabricated elbows/tees, flanged spools, reducers/expansion joints, valve spools, modular skid spools.

2. Protection: End caps, moisture and rust prevention, flange-face/RTJ groove guards, long-length bracing and anti-slip mats, spare gaskets and accessories.

3. Marking: Standard and revision, grade, size and connection type, lining/coating system, pressure class, test record ID.

 

 

8. Ordering Checklist (Copy-Ready for RFQ/PO)

1. System and media: Chloride level, residual oxidants, pH, temperature, pressure/vacuum, design life, potable-water compliance.

2. Standards and revisions: Explicit code and year for AWWA/EN/ASME/ASTM/ISO (e.g., AWWA C200-202X, EN 1092-1:202X, ASTM A312-202X).

3. Size and ends: DN or NPS×wall×length; BW/flanged/grooved; flange system and facing.

4. Lining and coating: System, color, target DFT, QC items (holiday/adhesion/bend/hardness), acceptance criteria; potable-water statement.

5. Tests and documents: Hydro/air, NDE, lining/coating QA, NSF/regional compliance, installation and repair procedures, transport and stacking; TPI where required.

6. Special clauses: Stainless/duplex pickling/passivation, ferrite or phase balance, G48 pitting if needed; insulating joints and CP for buried lines; minimum velocity and air valves.

 

 

9. Quick Selection Guide

1. Buried potable mains: Steel C200 with C205 lining and C213 or 3-layer external coating; or ductile iron C151 with C104 lining.

2. Plant clean/reuse headers: C200 with C210/C222; stainless 304L/316L for branches.

3. Strong oxidants: Prefer CPVC/PVDF/FRP; metallic branches 2205/2507 with temperature and chlorine limits.

4. Seawater/high chlorides: 2205/2507 or FRP; exchangers in Ti or cu-ni.

5. Hygienic/ultra-pure: BPE 316L (low-S), EP/BA finishes and compliant gaskets.

 

 

10. Procurement, Construction and O&M Risk Alerts

1. Mixing flange systems (AWWA/EN/ASME) causes bolt-circle/gasket mismatchstandardize or use converters.

2. Missing NSF/ANSI 61/372 or local approvals leads to acceptance failure.

3. Using 304/316 in NaOCl lines causes rapid SCCswitch to CPVC/PVDF/FRP or 2205/2507 with temperature/chlorine limits.

4. No CP on buried steelfailure possible even with 3LPE/FBE; include insulating joints and CP.

5. No vacuum check on FRPrisk of collapse under negative pressure; design for vacuum or provide protection.

6. Stainless cross-contamination/no passivationpitting risk; use dedicated tools and document A380/A967.

 

 

11. Representative Spec Lines (Copy-Ready)

1. Raw-water trunk (buried)

Pipe: AWWA C200, DN 1600, SAW, L = 12 m; Internal AWWA C205; External AWWA C213 (FBE) or 3-layer per project; Flanges AWWA C207 Class D; Hydro 1.5×DP; NSF/ANSI 61 compliant; Insulating joints and CP included; Docs: EN 10204 3.2 + coating QC + holiday test..

2. Plant clean-water header (aboveground)

Pipe: AWWA C200, DN 600, L = 6 m; Internal AWWA C210 (potable epoxy, target DFT per spec); External epoxy + PU; Fittings per AWWA C208; Flanges EN 1092-1 PN16; Welding ASME IX, NDE per ITP.

3. Sodium hypochlorite main

Pipe: CPVC Sch 80 DN 50 (or PVDF SDR 21); PTFE gaskets; Elastomers EPDM/FKM; T 30 °C; Manufacturer to declare NaOCl compatibility and permeation; Provide NSF/ANSI 61.

4. Desalination pretreatment gallery

Pipe: AWWA C950 GRP, DN 1200, design pressure 10 bar, vinyl-ester liner; Flanges EN 1092 PN16; Vacuum rating per vendor; Field joints per vendor procedure; NDE and hydro per spec.

5. Stainless reuse branch

Pipe: ASTM A312 TP316L, ASME B36.19; Pickle & passivate per ASTM A380/A967; Tolerance per ISO 1127 D2/T3; If product-water contact: NSF/ANSI 61 evidence; Docs EN 10204 3.1.

 

 

12. Indicative Global Manufacturers (AZ)

Alleima (ex-Sandvik Materials Technology): stainless/duplex pipes.

Amiblu (Hobas + Amitech): large-diameter GRP water systems.

Future Pipe Industries: GRP/GRV systems.

Jindal SAW: large-diameter steel and ductile-iron systems.

Kubota; Saint-Gobain PAM; Xinxing Ductile Iron Pipe: ductile-iron pipes and fittings.

Northwest Pipe Company: AWWA C200 steel water pipe.

Tenaris/Tubacex: stainless and alloy tubulars.

(Note: Capabilities and certifications vary by supplier; use vendor datasheets and project technical agreements for ordering.)

 

 

 

Water Treatment Steel(including pipes, fittings, flanges and structural)Technical Specifications

 

0) Critical Errata and Boundary Clarifications

1. PVC consolidation: AWWA C905 (large-diameter PVC) has been consolidated into AWWA C900. If C905appears, the specification and PO shall state C900 latest edition governs.

2. Waterworks vs O&G: Municipal/plant water transmission and distribution should follow AWWA/EN waterworks standards (e.g., AWWA C200, EN 10224). API 5L / ASME B31.4 / B31.8 are oil & gas pipeline standards and must not be used as generic purchase bases for waterworks; if applied locally, add potable compliance, internal lining/coating and NDE clauses.

3. Potable/reuse compliance: All materials, coatings and adhesives in contact with drinking/reclaimed water shall hold valid NSF/ANSI 61 & 372 evidence (or WRAS/ACS/KIWA/KTW-BWGL as applicable) with batch traceability.

4. Strong oxidants (Cl/NaOCl/O/ClO): 304/316 stainless are prone to pitting/SCC in free chlorine/oxidants. Prefer CPVC/PVDF/FRP or duplex 2205/2507; if metal is used, limit temperature & residual chlorine, eliminate crevices/stagnation and state measures in drawings/specs.

5. Do not mix flange systems: AWWA C207 (Class B/D/E/F) and ASME B16.5/16.47 (Class)/EN 1092 (PN) are not interchangeable. Where interconnection is required, list transition pieces and facing types in the design/spec.

6. FRP under vacuum: FRP lines subject to negative pressure or vacuum cleaning shall be vacuum-rated (AWWA C950 or vendor curves); otherwise collapse may occur.

7. Buried steel: coating CP: High-grade external coatings (FBE/3LPE/3LPP) do not replace cathodic protection. Provide insulating joints and CP system, with commissioning records.

8. Hygienic adhesives & elastomers: PVC/CPVC solvents/primers must meet NSF/ANSI 61 and ASTM D2564 / F493 / F656; select gaskets/elastomers compatible with water and oxidants.

 

 

1) Definition and Scope

Facilities: municipal potable/wastewater plants, industrial effluent & reuse, seawater desalination (intake/outfall, pretreatment and around RO), pump stations, clear-water tanks, internal steel structures and platforms.

Objects: metallic pipes (carbon steel/stainless/duplex/non-ferrous), non-metallic pipes (HDPE/PVC/CPVC/FRP), fittings (BW/socket/grooved/mechanical joints), flanges, supports/hangers and structural steel; internal linings, external coatings and cathodic protection.

Boundary: pressure vessels and large tanks follow respective codes; this document focuses on piping and appurtenances.

 

 

2) Standards and Codes Matrix (global, incl. CN)

Steel and steel water pipes/fittings (pressure service)

Pipes: AWWA C200 (welded steel water pipe); EN 10224 (seamless/welded for water); EN 10217-1 (welded for pressure). CN projects may use GB/T 3091 (welded) / GB/T 8163 (seamless) with waterworks addenda.

Fabricated fittings: AWWA C208; BW dimensions per ASME B16.9.

Flanges: AWWA C207 (Class B/D/E/F), or EN 1092-1 (PN10/16/25/40); interface to ASME B16.5/16.47 only via declared transitions.

Linings/coatings: AWWA C205 (cement-mortar lining), AWWA C210 (liquid epoxy), AWWA C213 (FBE), AWWA C222 (polyurethane), AWWA C214/C215 (wrapping tapes).

Design manuals: AWWA M11 (steel pipe), AWWA M41 (water distribution).

 

Ductile iron (DI) systems

Pipes/fittings: AWWA C151 / ISO 2531 / EN 545; lining AWWA C104; joints AWWA C111; installation AWWA C600.

 

Stainless/duplex/titanium/Cu-Ni

Pipes: ASTM A312 (austenitic), ASTM A790 (duplex); plate ASTM A240; titanium ASTM B338; Cu-Ni ASTM B466/B111.

Fittings/flanges: ASTM A403/A815, ASTM A182.

Pickling/passivation: ASTM A380/A967.

EU water stainless: EN 10312 for dimensions/tolerances.

 

Plastics and FRP

HDPE: AWWA C906 (PE4710) / ISO 4427.

PVC/PVCO/CPVC: AWWA C900 (PVC/PVCO; C905 merged), ASTM D1785 (PVC Sch40/80), ASTM D2241 (PVC SDR), ASTM F441/F439/F437/F493/F656 (CPVC pipes/fittings/solvents/primers).

FRP/GRP: AWWA C950 (pressure) with AWWA M45 design; vacuum per vendor/standard.

Grooved: AWWA C606.

 

Hygiene & coatings

NSF/ANSI 61, 372 (or WRAS/ACS/KIWA/KTW-BWGL).

ISO 12944 for protective paint in atmospheric service; AWWA D102 for steel potable tanks.

ASME Section IX for WPS/PQR (AWS D1.1 for structures where applicable).

 

 

3) Materials and Grades (common in practice)

Carbon/low-alloy: C200 plate coils to calcd thickness; flanges A36/A105; low-temperature A350 LF2.

Austenitic SS: 304/304L, 316/316L, 321/347, 904L.

Duplex: 2205 (S32205/S31803), 2507 (S32750/S32760).

Non-ferrous: Cu-Ni 90/10, 70/30; Ti Gr.2/Gr.12 for high-chloride/HX.

Linings/coatings: C205/C210/C213/C222; PTFE/PVDF/rubber/flaked glass for chemical/oxidizing branches.

Elastomers/gaskets: EPDM for potable/ozone; FKM for strong oxidants; avoid NBR with oxidants.

 

 

4) Sizes, End Connections and Pressure Classes

Diameters: plant piping DN15DN600; trunks DN600DN3000+; C200 SAW/spiral for very large sizes.

Pressure: AWWA C207 Class B/D (typical), Class E/F (higher at large bore); or EN 1092 PN10/16/25/40. ASME Class 150300 common; Class 600 in select points only.

Ends: BW, FL, GRV (C606), MJ/socket (DI).

Tolerances: per respective standards (EN 10224/AWWA C200/A312/A790/C906 etc.); bevels ASME B16.25; no iron contamination at SS/duplex welds.

 

 

5) Manufacturing and Lining/Coating (process notes)

Steel

Forming/welding: plate rolling SAW longitudinal/spiral (C200); C208 fittings cold/hot formed; flanges forged + machined.

Internal linings (by service): C205 cement-mortar (raw/clear), C210 epoxy or C222 PU (clear/reuse/plant), PTFE/PVDF/rubber/flaked glass for chemical/oxidizing branches.

External coatings: C213 FBE or 3LPE/3LPP for buried/submerged; epoxy primer + PU top for above-ground.

Stainless/duplex: post-weld pickling + passivation (A380/A967), optional electropolish; control δ-ferrite/deleterious phases and iron contamination.

 

Plastics/FRP

HDPE: butt/electrofusion per SDR; address SCG/UV.

PVC/CPVC: solvent cement or flanged; strict temperature/chemical compatibility; NaOCl CPVC/PVDF first.

FRP: vinyl ester for strong chloride/corrosives; provide vacuum rating and protection where negative pressure is possible.

 

 

6) Service Material Standard: Quick Selection (textual)

1. Raw/clear-water trunk (buried/trestle)

AWWA C200 + C205 lining; external C213 FBE or 3LPE; or DI C151 + C104.

CP + insulating joints for buried steel; unified flange system.

2. Plant clear/reuse (above ground/intermittent flushing)

C200 + C210 (NSF 61) or C222; 304L/316L possible at low Cl/low T with NSF 61/372.

3. Sodium hypochlorite/chlorinated water

Prefer CPVC/PVDF/FRP; if metal, 2205/2507 with temperature & chlorine limits, avoid crevices/stagnation.

4. Ozone/chlorine dioxide

316L/2205 with PTFE gaskets, or PVDF/FRP; EPDM/FKM elastomers, avoid NBR.

5. Acids/alkalis/coagulants (HSO/NaOH/FeCl)

FRP (vinyl ester)/PVDF or PTFE-lined CS. FeClis highly pittinguse stainless with caution.

6. Sludge/high TSS slurries

Thick-wall CS + rubber/PU/ceramic lining, or HDPE SDR1117; minimum velocity 1.52.0 m/s; elbows with local thickening/ceramic.

7. SWRO intake/outfall/cooling

Cu-Ni 90/10 or 70/30, 2205/2507; HX side may be Ti Gr.2. RO high-pressure side: 2507/Ti; low-pressure: Cu-Ni/FRP.

8. Structures/platforms

Coating system per ISO 12944; avoid bare galvanizing in immersed/splash-zone chlorides.

 

 

7) Key Performance and Engineering Metrics

Hygiene: NSF/ANSI 61/372 certificates + batch traceability; declarations for all wetted linings/coatings/solvents/gaskets.

Corrosion/Durability: pitting/crevice/Cl-SCC assessment (SS/duplex/Cu-Ni); CP design & monitoring for buried steel.

Hydraulics/anti-deposition: use standard roughness values; ensure minimum scouring velocity in sludge/sandy lines.

Surge/vacuum: water-hammer analysis (bypass/slow-close/air valves); provide vacuum protection for FRP/thin-wall.

Joints/sealing: consistent flange facings; gasket/elastomer compatibility with water/oxidants/seawater; grooved per C606.

 

 

8) QA/QC and Inspection (ITP backbone)

Docs & materials: EN 10204 3.1/3.2; NSF/WRAS/ACS/KIWA certificates; chemistry/mech/dim records.

Linings/coatings: DFT, holiday tests, adhesion, bend/impact; cement mortar lining visual/compaction.

Welding & NDE: WPS/PQR (ASME IX); UT/RT/PT/MT based on risk; SS/duplex PMI and passivation records.

Hydro/leak: sectional or per piece; plastics/FRP per their standards (pressure rebound/short-term burst as needed).

Buried: surface preparation grades, adhesion/peel, holiday; insulating joints/CP commissioning & potential logging.

 

 

9) RFQ/PO Checklist

1. Service & media: Cl, residual oxidants, pH, T, P/vacuum, life, NSF/ANSI 61/372.

2. Standards/grades: C200/C205/C210/C213/C222, C151/C104, C900/C909/C906, A312/A790/A240, B338/B466/B111, C606 (editions stated).

3. Size & ends: DN/OD × WT × L; BW/FL/GRV/socket; flange system (AWWA/EN/ASME) & facings; valve/equipment interface consistency.

4. Linings/coatings: system, color, target DFT, inspection items (adhesion/bend/holiday/hardness), acceptance; potable contact declaration.

5. Material specifics: SS/duplex PMI; pickling/passivation records; duplex ASTM A923 if needed; Cu-Ni/Ti insulated transitions to other metals.

6. Testing & docs: hydro/pneumatic, NDE, lining/coating tests, compliance certificates, field joint repair/coating procedures, transport/handling/storage.

7. Operational provisions: minimum velocities, air valves/blow-offs, insulating joints, CP access, bypasses and sampling points.

 

 

10) Construction Risks and Controls

Mixed flange systems leakage/stress; unify or provide transitions.

Ignoring NSF 61/372 non-acceptance at commissioning.

304/316 used on NaOCl rapid failure; change to CPVC/PVDF/FRP or 2205/2507 with temperature/chlorine limits.

No CP on buried steel early failures despite 3LPE/FBE; insulation + CP mandatory.

FRP vacuum collapse provide vacuum rating/protection.

SS contamination carbon-steel tooling residue; enforce segregation + pickling/passivation.

Surge/contamination no air valves/bypass/cleanliness management; fatigue & particle pollution.

 

 

11) Example Spec Lines (ready to use)

Raw-water trunk (buried)

Pipe, AWWA C200, DN 1600, SAW, L = 12 m; C205 cement-mortar lining; External 3LPE or AWWA C213 FBE prime + PE; Flanges AWWA C207 Class D; Hydrotest 1.5×DP; NSF/ANSI 61 lining; CP & insulating joints included; Docs: EN 10204 3.2 + coating QC + holiday test.

Plant clear-water header (above ground)

Pipe, AWWA C200, DN 600, L = 6 m; Internal AWWA C210 epoxy (DFT per spec, NSF 61); External epoxy-PU; Fittings AWWA C208; Flanges EN 1092-1 PN16; Welding per ASME IX, NDE per ITP.

Sodium hypochlorite main

Pipe, CPVC Sch80 DN 50 (or PVDF SDR21), PTFE-lined flanges, elastomers EPDM/FKM, T 30 °C; Manufacturer to confirm NaOCl compatibility & permeation; Provide NSF 61.

SWRO pretreatment gallery

Pipe, AWWA C950 GRP, DN 1200, design pressure 10 bar, vinyl ester liner; Flanges EN 1092 PN16; Vacuum rating per vendor; Field joints per vendor; NDE & hydro per spec.

RO high-pressure/effluent (metallic sections)

Pipe, ASTM A790 S32750 (2507) or ASTM B338 Ti Gr.2 (as designated), ASME Class 300600; Pickle & passivate per ASTM A380/A967; 100% PMI; If product water contact: show NSF 61 evidence.

 

 

12) Typical Materials & Size Ranges (textual)

Carbon structural steel: plates 880 mm; H-beams H200H800; for tanks/platforms/equipment supports with high-build protective coatings.

Stainless 304/316L/2205: plates 16 mm (thin) and 840 mm (medium); tubes OD 15600 mm, WT 1.525 mm; for screens/UV channels/chemical dosing/dewatering internals.

Ductile iron: DN80DN3000, 6 m lengths; fittings/flanges DN80DN2000; C104 cement lining.

CS pipes (lined/coated): OD ½″–1200 mm, WT 330 mm; works piping and some transfer lines; cement/epoxy lined.

Special alloys: duplex 2205/2507, Cu-Ni (OD 20300 mm), Ti (OD 15200 mm); for seawater/high-chloride and HX sides.

Lined steel: base DN15DN600 with PTFE/PVDF/PE/flaked glass (26 mm) for strong acids/alkalis and dosing lines.

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Tsisco Industrial Ltd.
Tsisco Industrial Ltd.