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POOL OZONE SIDESTREAM SOLUTION

OZONE SIDESTREAM TREATMENT

Ozone sidestream solution for swimming pools, biofilm control, pool water treatment, residual ozone monitoring, and pool maintenance optimization.

POOL OZONE ECOSYSTEM

Pool Ozone Sidestream
System

Ozone sidestream solution for swimming pools to reduce chloramine, improve water clarity, control biofilm, lower chemical consumption, and enhance swimmer comfort and hygiene.

BES Pool Ozone Sidestream Simulation Report
Pool
Pool Biosure Sidestream
Pump
Pump
Circulation
Glass Filter
Filter
RT + Biofilm Removal
OWS-1
OWS-11,000 mg/h aqueous ozone generator
Sub-Side Stream
1,200 LPH
Return to Pool
C SubInside OWS / ozone chamber
RTOWS → Glass Filter contact zone
C SideSidestream return
C PoolDiluted in pool
Bypass Flow: 50,000 LPH

Quick Simulation Inputs

BES Recommended Design
PERFORMANCE SUMMARY
LOW RESIDUAL
Main KPI 5 / 5: CSub PASS • RT PASS • Turnover PASS • CPool FAIL • Daily CT FAIL
Residual is below target range; increase ozone model size, contact efficiency or active hours
C Sub (mg/L)
0.50STD ≥ 0.50 • PASS | O₃ Dissolved ÷ QSub
Contact RT (min)
1.00STD ≥ 1.00 • PASS | VContact ÷ QSub × 60
Pool Turnover (x/day)
4.00STD ≥ 4.00 • PASS | QSide × ActiveHr ÷ VPool
C Pool (mg/L)
0.0024STD 0.01–0.05 • FAIL | End of ON
Daily CT Exposure (mg·min/L)
2.33STD ≥ 10.00 • FAIL | CPool × Active min
CT Circulation Ref. / Pass
0.16Reference only | CPool exposure × Residence
LIVE ENGINEERING CALCULATION
1) C Sub
O₃ Dissolved ÷ QSub
600 ÷ 1200 = 0.500 mg/L
PASS / STD ≥ 0.50 mg/L
2) Contact RT
VContact ÷ QSub × 60
20 ÷ 1200 × 60 = 1.00 min
PASS / STD ≥ 1.00 min
3) Pool Turnover
QSide × ActiveHr ÷ VPool
50000 × 16.0 ÷ 200000 = 4.00 x/day
PASS / STD ≥ 4.00 x/day
4) C Pool
O₃ Dissolved ÷ (VPool × k)
600 ÷ (200000 × 0.442) = 0.0068 mg/L
End ON = 0.0024 mg/L
FAIL / STD 0.01–0.05 mg/L
5) Daily CT Exposure
CPool × Active minutes
0.0024 × 960 = 2.33 mg·min/L
FAIL / STD ≥ 10.00 mg·min/L
6) CT Circulation Ref.
CPool exposure × Residence
0.16 mg·min/L/pass
Reference only, not main KPI
CALCULATION REFERENCE
O₃ Dissolved600mg/hFormula: Ozone Output × Units × MTE = 1,000 × 1 × 60% = 600 mg/hEstimated dissolved ozone production used for C Sub.
RT1.00minTarget ≥ 1.00GOODFormula: V Contact ÷ Q Sub × 60V Contact can be estimated from the filter/contact vessel water volume.
C Pool End0.0024mg/LFormula: O₃ Dissolved ÷ (V Pool × k)Cycle mode shows pool concentration at end of ON period.
C Side0.012mg/LFormula: O₃ Dissolved ÷ QSideDistribution indicator only. Not used as the main PASS/FAIL KPI.
Pool Load ModelOutdoor Pool / MediumFormula: k = 0.442 × 1.00 × 1.00 = 0.442 hr⁻¹Target turnover is adjusted to 4.0 x/day. Standard outdoor pool with sunlight and environmental load. Normal daily use.
Ozone Consumption16.0g/dayFormula: Ozone Output × Units × active hours = 1,000 × 1 × 16.0Active operation 16.0 hr/day based on selected schedule.
24-Hour Ozone Performance Trend — 1 hr ON / 0.5 hr OFF

C Sub Trend

0.0000.1250.2500.3750.50006121824Time (hr)C Sub (mg/L)C Sub Ref. 0.50C Sub (mg/L)

C Side Trend

0.0000.0130.0250.0380.05006121824Time (hr)C Side (mg/L)C Side Ref. 0.05C Side (mg/L)

C Pool Trend

0.0000.0030.0050.0070.01006121824Time (hr)C Pool (mg/L)C Pool (mg/L)

Daily CT Exposure Trend

0.02.55.07.510.006121824Time (hr)Daily CT Exposure (mg·min/L)Daily CT Std. 10Daily CT Exposure (mg·min/L)
ⓘ Note: Simulation results are estimates for reference only. Actual performance may vary depending on site conditions.