The baffles force water through a longer controlled path, helping reduce hydraulic short-circuiting before return. Actual effective contact time must be validated using tracer testing / T10; total chamber volume alone is not effective contact time.
ENGINEERING PRINCIPLE
Generate. Contact. Control. Return.
01
Generate
BES ozone-water system produces ozonated water.
02
Contact
Water enters the BES Ozone Contact Spillway.
03
Control
Baffles increase hydraulic path length and reduce short-circuiting.
04
Return
Treated water returns visibly and gently to the Pet Pool.
QUICK SIMULATION
Estimate flow, contact and pool turnover.
Calculated values are preliminary engineering estimates. Commissioning measurements remain the source of truth.
ENGINEERING RESULTS
Concentration/contact and turnover remain separate.
C / CT PerformanceBES Engineering calculation · not a measured residual unless identified
C0.210 mg/LT101.40 minCT0.294 mg·min/L
Pool TurnoverCirculation result—not a substitute for CT
1.20 × / day
6.67 hours/turnover · 8.0 operating hr/day
Turnover describes pool circulation. CT describes ozone concentration × effective contact time. They are different engineering parameters.
CONTACT SPILLWAY PERFORMANCE
Prototype V1 operating point
Effective Volume
15 L
Flow
450 L/h
Nominal HRT
2.00 min
Hydraulic Factor
0.70 · estimated
T10
1.40 min
C
0.210 mg/L · estimated
CT
0.294 mg·min/L
Final commissioning should verify dissolved ozone concentration and T10 under actual operating conditions.
Commissioning should verify dissolved ozone at the chamber, pool residual, and ambient ozone around animals and operators. Ozone use alone is not a safety guarantee.
ADVANCED / APPROVED ACCESS
Engineering assumptions, model comparison and ROI.
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ENGINEERING REPORT
Public Pet Pool Engineering Report
White A4 report with inputs, recommendation, concentration/contact calculation, turnover, diagrams and commissioning notes. Public output contains no pricing.
PET POOL · BES ENGINEERING
Design Your Pet Pool Ozone System
Enter your pool volume and circulation flow to estimate treatment requirements, contact time and suitable BES equipment.
EOG rated life 1,000 operating hours · estimated 125 calendar days at selected runtime.
Contact Spillway Performance
Effective volume
15 L
HRT
2.00 min
estimated T10
1.40 min
estimated C
0.210 mg/L
CT
0.294 mg·min/L
Turnover
1.20 × / day
Working Diagram
PET POOL
CIRCULATION PUMP
FILTRATION
BES OZONE WATER SYSTEM
OZONE CONTACT SPILLWAY
RETURN TO PET POOL
Contact Spillway X-Ray
VENT / OFF-GAS → DESTRUCTOR
INLET
CHAMBER 1BAFFLE 1
CHAMBER 2BAFFLE 2
CHAMBER 3BAFFLE 3
CHAMBER 4
↓→ BOTTOM GAP →↑→ TOP GAP →↓→ BOTTOM GAP →↑
FINAL CONTACT ZONE → SPILLWAY / POOL RETURN
SAMPLING POINTDRAIN
Engineering Assumptions & Commissioning
Prototype V1 design values are engineering design bases, not certified performance. Verify dissolved ozone concentration, T10 by tracer testing, pool residual and ambient ozone under actual operating conditions.