BES ENGINEERING SIMULATION

GENERAL POOL OZONE SIDESTREAM

Preliminary ozone sidestream design using one canonical Engineering Core for contact hydraulics, Pool response, KPI assessment, graphs, and report results.

POOL OZONE ECOSYSTEM

Pool Ozone Sidestream System

Engineering Core v0.6.0 · Pool main circulation and ozone sidestream treatment remain separate hydraulic systems.

BES Pool Ozone Sidestream Simulation

ENGINEERING SIMULATION · NOT LIVE TELEMETRY

STEP 1

1. Pool & Operating Inputs

Enter Pool context, selected equipment, independent hydraulic flows and ozone treatment schedule.

POOL / PROJECT

Pool Volumem³Operator inputPool TypeCONTEXT ONLYBather LoadCONTEXT ONLYEnvironmentCONTEXT ONLY

pHCONTEXT ONLY

TDSmg/LCONTEXT ONLYWater Temperature°CMICROBIAL REFERENCE SELECTOR · NO TEMPERATURE CORRECTION

CONTEXT / REFERENCE BASISProject fields do not add hidden physics multipliers. Water Temperature selects only the nearest published KPI #5 reference condition; it does not alter C_pool(t) or interpolate CT.

EQUIPMENT

Selected Ozone Model

WDS3000P300 mg/h · Product data

PRELIMINARY ENGINEERING DESIGN

Unitscomplete unitsCurrent applied equipmentMass Transfer Efficiency%

HYDRAULICS

Q-mainPool Main Circulation FlowCurrent applied value · circulation contextQ-sideOzone Treatment Sidestream FlowCurrent applied value · editableQ-subOzone Contact Sub-flowCurrent applied value · editableContact Zone VolumeLCurrent applied value · editable

OZONE TREATMENT SCHEDULE

Operating CycleOperating Mode

Run TimeRest Time

Q-main remains independent; ozone treatment sidestream follows the selected operating cycle; cycle remains separate from T10.

Advanced Engineering Assumptions

Collapsed by default. Confirm project-specific decay and T10 basis before implementation.

Contact Decayh⁻¹Pool Decayh⁻¹T10 Mode

STEP 2

2. BES Recommended Engineering Design

Live recommendation from the current Pool context. It never overwrites the current applied design until you choose Apply.

CURRENT APPLIED HYDRAULICS MATCH THE LIVE RECOMMENDATIONThe recommendation recalculates from Pool volume, selected equipment, runtime, and stated engineering assumptions. It is not final project approval.

Recommended Equipment1 × WDS3000PTotal Rated O₃300 mg/hTransferred O₃240 mg/hRecommended Q-side25,000 L/hRecommended Q-sub400 L/hRecommended Contact Zone15 LActive Runtime16.00 h/dayPredicted KPI #1–3PASS

LIVE BASISPool 200 m³16.00 h/dayMinimum turnover 2.00 volumes/day

CURRENT APPLIED HYDRAULICSQ-sideRecommended 25,000 L/h · Current Applied 25,000 L/hCurrent Turnover2.00 volumes/dayStatusCURRENT DESIGN MATCHES MINIMUM HYDRAULIC REQUIREMENT

STEP 3

3. Current Applied Engineering Design

Live diagram driven only by the editable applied equipment, hydraulics and operating schedule.

PoolBiosure Sidestream

Ozone Sidestream PumpQ-side circulation

1 × WDS3000P300 mg/h total rated · 240 mg/h transferredEOG 4,000 h

Filter / Contact ZoneHydraulic contact path

Q-side · Ozone Treatment Sidestream Flow25,000 L/hQ-sub · Ozone Contact Sub-flow400 L/hReturn to PoolC-sub · Contact Inlet C0.60 mg/LT102.25 minContact Outlet C0.60 mg/LC-side · Ozone Sidestream Return0.0096 mg/LPool C · Pool Residual0.0015 mg/L

STEP 4

Performance Summary

Review KPI #1–5 from sidestream contact through Pool ozone exposure.

A. SIDE-STREAM INSTALLATION DESIGN

CONTACT + HYDRAULIC PERFORMANCE

3/3 DESIGN CRITERIA MET

KPI #1C-sub / Contact Inlet CCURRENT VALUE0.60mg/L

VIEW CALCULATION

Live CalculationTransferred O₃ ÷ Q-sub240 mg/h ÷ 400 L/h= 0.60 mg/L

Target≥ 0.50 mg/L

STATUSPASS

Meets the listed BES Preliminary Design Target

KPI #2Contact CTCURRENT VALUE1.34mg·min/L

VIEW CALCULATION

Live CalculationContact Outlet C × T100.597 mg/L × 2.25 min= 1.34 mg·min/L

Target≥ 1.00 mg·min/L

STATUSPASS

Meets the listed BES Preliminary Design Target

KPI #3Sidestream TurnoverCURRENT VALUE2.00volumes/day

VIEW CALCULATION

Live CalculationQ-side × Sidestream Hydraulic Runtime ÷ Pool Volume25,000 L/h × 16.00 h/day ÷ 200,000 L= 2.00 volumes/day

Target≥ 2.00 volumes/day

STATUSPASS

Meets the listed BES Preliminary Design Target

KPI #4

B. POOL-LEVEL PERFORMANCE · HOW MUCH OZONE IS MAINTAINED IN THE POOL

AVERAGE POOL OZONE CONCENTRATION

FAIL

CURRENT · Average Pool C0.001515 mg/LFriendly rounded display: 0.0015 mg/L

BES PRELIMINARY TARGET≥ 0.025 mg/LTARGET COVERAGE6.06%STATUSBELOW TARGET

VIEW CALCULATION

CALCULATION

Average Pool Ozone Concentration

FORMULAAverage Pool C = (1 ÷ 24 h) × ∫ final representative stabilized 24 h C-pool(t) dt

INPUTS

Pool Volume: 200,000 LOPERATOR INPUT
Q-side: 25,000 L/hCALCULATED
C-side: 0.00955689705436388 mg/LCALCULATED
Pool decay coefficient: 0.442 h⁻¹ENGINEERING ASSUMPTION
Simulation time step: 1 minBES DESIGN BASIS
Simulation duration: 72 hBES DESIGN BASIS
Operating schedule: 60 min ON / 30 min OFFOPERATOR INPUT
Evaluation window: Final representative stabilized 24 hBES DESIGN BASIS

SUBSTITUTION2.18139540768051 mg·min/L/day ÷ 1,440 min/day

RESULT

0.00151485792200036 mg/L · 6.06% · BELOW TARGET

TARGET / REFERENCE

≥ 0.025 mg/L · BES Preliminary Pool Ozone Concentration Target

INTERPRETATION

Final representative 24-hour average from a simulation that remains continuous across day boundaries. Calculation method: trapezoidal integration.

DATA BASIS

BES Preliminary Pool Ozone Concentration Target. Pool response uses the verified mass-balance model without resetting Pool C at day boundaries.

KPI #4 · POOL OZONE LEVELKPI #5 · MICROBIAL EXPOSURE PRODUCED BY THAT POOL OZONE LEVEL

KPI #5 is calculated live from the same C_pool(t) used by KPI #4.

C. MICROBIAL PERFORMANCE · KPI #5

POOL MICROBIAL OZONE EXPOSURE

LIVE POOL EXPOSURE
CURRENT APPLIED DESIGN

CURRENT OPERATING MODE60 min ON / 30 min OFF90 min complete cycle · 16.00 cycles/day · exposure accumulates through ON and OFF periods.

PRIMARY RESULT · EXPOSURE / COMPLETE CYCLE0.1363 mg·min/LCOMPLETE CYCLE · 60 min ON + 30 min OFF = 90 min/cycle

AVERAGE POOL O₃ · KPI #40.001515 mg/LSame final-24h C_pool(t) curve

24-HOUR POOL EXPOSURE2.1814 mg·min/L/dayActual trapezoidal integral · ON + OFF residual

LIVE CALCULATION60 min ON + 30 min OFF = 90 min/cycleCTcycle = ∫ final stabilized cycle C_pool(t) dt= 0.1363 mg·min/LActual trapezoidal integral; exposure continues through ON and OFF periods.

VIEW CALCULATION · KPI #5

FINAL STABILIZED OPERATING CYCLE60 min ON + 30 min OFF · 90 min/cycle

CTcycle = ∫ actual C_pool(t) dt = 0.1363 mg·min/L

FINAL 24-HOUR POOL RESPONSECalendar window · accumulated exposure is not reset at cycle boundaries

Current selected mode · accumulated CTLiterature reference overlays

Source of truth: CURRENT LIVE POOL SIMULATION C-pool(t)
Primary formula: CTcycle = ∫ final stabilized 90-min cycle C-pool(t) dt
Primary cycle result: 0.136337212980137 mg·min/L · 60 min ON + 30 min OFF
Operating schedule: 60 min ON / 30 min OFF
Integration window: Final representative 24 h · simulation hour 48–72
Time step: 1 min
Integration intervals: 1440
Actual C-pool(t) series basis: 1441 boundary points from the current final-24h Pool response
24h cumulative exposure: 2.18139540768051 mg·min/L/day · actual final-24h integral
24h consistency check only: 0.00151485792200036 mg/L × 1440 min = 2.18139540768051 mg·min/L/day
Average consistency: 2.18139540768051 ÷ 1440 = 0.00151485792200036 mg/L · error 0 mg/L
Method: Trapezoidal numerical integration over the same Pool response series used by KPI #4 and the Pool C graph
Provenance: Current applied equipment, hydraulics, schedule and editable engineering assumptions
Limitation: Reference-equivalent exposure is an engineering comparison and does not replace field microbiological validation or establish equipment suitability.

MICROBIAL REFERENCE COMPARISON

MICROBIAL REFERENCE SUMMARYCURRENT MODE · UP TO 7-DAY MODELED REFERENCE EVALUATION

Fastest numerical accumulation: E. coli · 14.4 min
Slowest numerical accumulation: Legionella pneumophila · 2 days 18 hr 1 min
Reference CT accumulated numerically within modeled window: 5 / 5
Longest required reference: Legionella pneumophila · 6.00 mg·min/L · 2 days 18 hr 1 min

COMPARE OPERATING MODES · CURRENT CYCLE VS CONTINUOUS 24 h

ORGANISM / REFERENCECURRENT OPERATING MODECONTINUOUS OZONE MODEDIFFERENCE

E. coli0.020 mg·min/L14.4 min60 ON / 30 OFF9.5 min24 h/day4.9 min saved in continuous mode

Poliovirus 10.100–0.200 mg·min/L1 hr 5 min – 2 hr 13 min60 ON / 30 OFF47.5 min – 1 hr 35 min24 h/day17.8 min saved in continuous mode

Giardia lamblia0.630 mg·min/L6 hr 56 min60 ON / 30 OFF4 hr 59 min24 h/day1 hr 57 min saved in continuous mode

Cryptosporidium4.40 mg·min/L2 days 0 hr 26 min60 ON / 30 OFF1 day 10 hr 48 min24 h/day13 hr 38 min saved in continuous mode

Legionella pneumophila6.00 mg·min/L2 days 18 hr 1 min60 ON / 30 OFF1 day 23 hr 28 min24 h/day18 hr 33 min saved in continuous mode

Both columns are independently simulated from their respective actual C_pool(t) series. Equipment, units, MTE, hydraulics, contact basis and decay assumptions remain the same; only the operating schedule changes. This is an engineering comparison only.

WHO LITERATURE GUIDELINE REFERENCEE. coli

OZONE CT99 REFERENCE0.020 mg·min/L99% inactivation · 2-log

REFERENCE CONDITIONS

5°C · pH 6–7

COMPARISON BASISModeled Pool CTCT_pool = ∫ C_pool(t)dt

ESTIMATED TIME TO REFERENCE CT14.4 minTotal elapsed: 14.38 minEquivalent: 0.24 hr

REFERENCE CT ACCUMULATED NUMERICALLY

CYCLE / PHASE CONTEXT

Current operating cycle: 60 min ON + 30 min OFF = 90 min

Reference: Cycle 1 · 14.4 min into cycle · ON period

REFERENCE CONDITION MISMATCH

Schedule: 60 min ON / 30 min OFF
Current Pool Water: 30.00°C · pH 7.50
Published Reference: 5°C · pH 6–7
Temperature correction: NOT APPLIED

Estimated time is a numerical Pool CT accumulation comparison only.

VIEW BASIS

Source organizationWorld Health Organization

Source documentWater Treatment and Pathogen Control

Reference table / sectionTable 3.7

Reference typeWHO LITERATURE GUIDELINE REFERENCE

CT value / range0.020 mg·min/L

Temperature5°C

pH6–7

Published literature outcome99% inactivation · 2-log

Source notesOzone CT99 value adapted from Hoff (1986).

LimitationsApplies to the cited water-treatment conditions and suspended organisms; it is not a swimming-pool regulatory standard.

VIEW LIVE CALCULATION

A. Published Reference CT0.020 mg·min/L

B. Current Pool simulation sourceCurrent live C_pool(t), continued with the same state and equations for up to 168 h

C. Cumulative Pool CTCT_pool(t) = ∫ C_pool(τ)dτ

D. Initial 24-hour resultCT_pool,24h = 2.181 mg·min/L

E. Threshold searchFind first timestep where CT_pool(t) ≥ CT_reference; crossing is resolved inside the timestep from the live trapezoidal segment.

Time step / maximum intervals1 min · 10080 intervals

F. Result time

Published Reference CT = 0.020 mg·min/L

Threshold search: first time CT_pool(t) ≥ 0.020 mg·min/L

Initial 24-hour Pool CT = 2.181 mg·min/L

Total elapsed = 14.38 min

Equivalent = 0.24 hr

Converted clock time = 14.4 min

Cycle 1 · 14.4 min into cycle · reached during ON

24-hour Pool CT / numerical ratio basis2.181 mg·min/L

Numerical CT Ratio109.07× · 24-hour Pool CT ÷ Published Reference CT

InterpretationNumerical magnitude comparison only.

Condition handlingCurrent Pool Water 30.00°C · pH 7.50; nearest published condition only; temperature correction NOT APPLIED.

WHO LITERATURE GUIDELINE REFERENCEPoliovirus 1

OZONE CT99 REFERENCE0.100–0.200 mg·min/L99% inactivation · 2-log

REFERENCE CONDITIONS

5°C · pH 6–7

COMPARISON BASISModeled Pool CTCT_pool = ∫ C_pool(t)dt

ESTIMATED TIME TO REFERENCE CT1 hr 5 min – 2 hr 13 minTotal elapsed: 65.29–133.09 minEquivalent: 1.09 hr–2.22 hr

REFERENCE CT ACCUMULATED NUMERICALLY

CYCLE / PHASE CONTEXT

Current operating cycle: 60 min ON + 30 min OFF = 90 min

Lower reference: Cycle 1 · 65.3 min into cycle · OFF period

Upper reference: Cycle 2 · 43.1 min into cycle · ON period

REFERENCE CONDITION MISMATCH

Schedule: 60 min ON / 30 min OFF
Current Pool Water: 30.00°C · pH 7.50
Published Reference: 5°C · pH 6–7
Temperature correction: NOT APPLIED

Estimated time is a numerical Pool CT accumulation comparison only.

VIEW BASIS

Source organizationWorld Health Organization

Source documentWater Treatment and Pathogen Control

Reference table / sectionTable 3.7

Reference typeWHO LITERATURE GUIDELINE REFERENCE

CT value / range0.100–0.200 mg·min/L

Temperature5°C

pH6–7

Published literature outcome99% inactivation · 2-log

Source notesOzone CT99 range adapted from Hoff (1986).

LimitationsApplies to the cited water-treatment conditions and suspended organisms; it is not a swimming-pool regulatory standard.

VIEW LIVE CALCULATION

A. Published Reference CT0.100–0.200 mg·min/L

B. Current Pool simulation sourceCurrent live C_pool(t), continued with the same state and equations for up to 168 h

C. Cumulative Pool CTCT_pool(t) = ∫ C_pool(τ)dτ

D. Initial 24-hour resultCT_pool,24h = 2.181 mg·min/L

E. Threshold searchFind first timestep where CT_pool(t) ≥ CT_reference; crossing is resolved inside the timestep from the live trapezoidal segment.

Time step / maximum intervals1 min · 10080 intervals

F1. Lower reference result

Published Reference CT = 0.100 mg·min/L

Threshold search: first time CT_pool(t) ≥ 0.100 mg·min/L

Initial 24-hour Pool CT = 2.181 mg·min/L

Total elapsed = 65.29 min

Equivalent = 1.09 hr

Converted clock time = 1 hr 5 min

Cycle 1 · 65.3 min into cycle · reached during OFF

F2. Upper reference result

Published Reference CT = 0.200 mg·min/L

Threshold search: first time CT_pool(t) ≥ 0.200 mg·min/L

Initial 24-hour Pool CT = 2.181 mg·min/L

Total elapsed = 133.09 min

Equivalent = 2.22 hr

Converted clock time = 2 hr 13 min

Cycle 2 · 43.1 min into cycle · reached during ON

24-hour Pool CT / numerical ratio basis2.181 mg·min/L

Numerical CT Ratio10.91×–21.81× · 24-hour Pool CT ÷ Published Reference CT

InterpretationNumerical magnitude comparison only.

Condition handlingCurrent Pool Water 30.00°C · pH 7.50; nearest published condition only; temperature correction NOT APPLIED.

WHO LITERATURE GUIDELINE REFERENCEGiardia lamblia

OZONE CT99 REFERENCE0.630 mg·min/L99% inactivation · 2-log

REFERENCE CONDITIONS

15°C · pH 6–9

Nearest available reference condition: 15°C · no interpolation

COMPARISON BASISModeled Pool CTCT_pool = ∫ C_pool(t)dt

ESTIMATED TIME TO REFERENCE CT6 hr 56 minTotal elapsed: 415.99 minEquivalent: 6.93 hr

REFERENCE CT ACCUMULATED NUMERICALLY

CYCLE / PHASE CONTEXT

Current operating cycle: 60 min ON + 30 min OFF = 90 min

Reference: Cycle 5 · 56.0 min into cycle · ON period

REFERENCE CONDITION MISMATCH

Schedule: 60 min ON / 30 min OFF
Current Pool Water: 30.00°C · pH 7.50
Published Reference: 15°C · pH 6–9
Temperature correction: NOT APPLIED

Estimated time is a numerical Pool CT accumulation comparison only.

VIEW BASIS

Source organizationWorld Health Organization

Source documentGuidelines for Drinking-water Quality, Third Edition incorporating the First and Second Addenda

Reference table / sectionTable 7.6

Reference typeWHO LITERATURE GUIDELINE REFERENCE

CT value / range0.630 mg·min/L

Temperature15°C

pH6–9

Published literature outcome99% inactivation · 2-log

Source notesTemperature-specific Giardia CT99 reference. It is retained separately from the 5°C range.

LimitationsNo automatic temperature interpolation is applied. The cited CT is condition-specific.

All available published conditions · no interpolation

5°C · 0.500–0.600 mg·min/L · Table 3.7

15°C · 0.630 mg·min/L · Table 7.6

VIEW LIVE CALCULATION

A. Published Reference CT0.630 mg·min/L

B. Current Pool simulation sourceCurrent live C_pool(t), continued with the same state and equations for up to 168 h

C. Cumulative Pool CTCT_pool(t) = ∫ C_pool(τ)dτ

D. Initial 24-hour resultCT_pool,24h = 2.181 mg·min/L

E. Threshold searchFind first timestep where CT_pool(t) ≥ CT_reference; crossing is resolved inside the timestep from the live trapezoidal segment.

Time step / maximum intervals1 min · 10080 intervals

F. Result time

Published Reference CT = 0.630 mg·min/L

Threshold search: first time CT_pool(t) ≥ 0.630 mg·min/L

Initial 24-hour Pool CT = 2.181 mg·min/L

Total elapsed = 415.99 min

Equivalent = 6.93 hr

Converted clock time = 6 hr 56 min

Cycle 5 · 56.0 min into cycle · reached during ON

24-hour Pool CT / numerical ratio basis2.181 mg·min/L

Numerical CT Ratio3.46× · 24-hour Pool CT ÷ Published Reference CT

InterpretationNumerical magnitude comparison only.

Condition handlingCurrent Pool Water 30.00°C · pH 7.50; nearest published condition only; temperature correction NOT APPLIED.

WHO LITERATURE REFERENCECryptosporidium

OZONE CT99 REFERENCE4.40 mg·min/L99% inactivation · 2-log

REFERENCE CONDITIONS

22°C · pH not stated

COMPARISON BASISModeled Pool CTCT_pool = ∫ C_pool(t)dt

ESTIMATED TIME TO REFERENCE CT2 days 0 hr 26 minTotal elapsed: 2906.06 minEquivalent: 48.43 hr

EXTENDED MODELED EVALUATIONReference CT is not reached during the first 24 h. The current operating model was therefore continued beyond 24 h without resetting Pool concentration.

REFERENCE CT ACCUMULATED NUMERICALLY

CYCLE / PHASE CONTEXT

Current operating cycle: 60 min ON + 30 min OFF = 90 min

Reference: Cycle 33 · 26.1 min into cycle · ON period

REFERENCE CONDITION MISMATCH

Schedule: 60 min ON / 30 min OFF
Current Pool Water: 30.00°C · pH 7.50
Published Reference: 22°C · pH not stated
Temperature correction: NOT APPLIED

Estimated time is a numerical Pool CT accumulation comparison only.

VIEW BASIS

Source organizationWorld Health Organization

Source documentWater Treatment and Pathogen Control

Reference table / sectionTable 3.9

Reference typeWHO LITERATURE REFERENCE

CT value / range4.40 mg·min/L

Temperature22°C

pHNot stated

Published literature outcome99% inactivation · 2-log

Source notesIllustrative value estimated from preliminary data; WHO reports substantial variation by temperature and analytical method.

LimitationsNot a universal ozone CT standard. Published CT values vary with temperature, study method and analytical endpoint.

VIEW LIVE CALCULATION

A. Published Reference CT4.40 mg·min/L

B. Current Pool simulation sourceCurrent live C_pool(t), continued with the same state and equations for up to 168 h

C. Cumulative Pool CTCT_pool(t) = ∫ C_pool(τ)dτ

D. Initial 24-hour resultCT_pool,24h = 2.181 mg·min/L

E. Threshold searchFind first timestep where CT_pool(t) ≥ CT_reference; crossing is resolved inside the timestep from the live trapezoidal segment.

Time step / maximum intervals1 min · 10080 intervals

F. Result time

Published Reference CT = 4.40 mg·min/L

Threshold search: first time CT_pool(t) ≥ 4.40 mg·min/L

Initial 24-hour Pool CT = 2.181 mg·min/L

Remaining CT after 24 h = 4.40 − 2.181 = 2.219 mg·min/L

Continued integration: model state continues beyond hour 24 without reset.

Hour 24 CT = 2.181 mg·min/L

Hour 48 CT = 4.363 mg·min/L

Total elapsed = 2906.06 min

Equivalent = 48.43 hr

Converted clock time = 2 days 0 hr 26 min

Cycle 33 · 26.1 min into cycle · reached during ON

24-hour Pool CT / numerical ratio basis2.181 mg·min/L

Numerical CT Ratio0.50× · 24-hour Pool CT ÷ Published Reference CT

InterpretationNumerical magnitude comparison only.

Condition handlingCurrent Pool Water 30.00°C · pH 7.50; nearest published condition only; temperature correction NOT APPLIED.

DERIVED LITERATURE EXPOSURELegionella pneumophila

DERIVED LITERATURE EXPOSURE~6.00 mg·min/Lapproximately 99.99–99.999% inactivation · 4–5 log

REFERENCE CONDITIONS

Temperature not stated · pH not stated

COMPARISON BASISModeled Pool CTCT_pool = ∫ C_pool(t)dt

ESTIMATED TIME TO REFERENCE CT2 days 18 hr 1 minTotal elapsed: 3960.87 minEquivalent: 66.01 hr

EXTENDED MODELED EVALUATIONReference CT is not reached during the first 24 h. The current operating model was therefore continued beyond 24 h without resetting Pool concentration.

DERIVED LITERATURE EXPOSURE · NUMERICAL COMPARISON ONLY · CT ACCUMULATED

CYCLE / PHASE CONTEXT

Current operating cycle: 60 min ON + 30 min OFF = 90 min

Reference: Cycle 45 · 0.9 min into cycle · ON period

REFERENCE CONDITION MISMATCH

Schedule: 60 min ON / 30 min OFF
Current Pool Water: 30.00°C · pH 7.50
Published Reference: Temperature not stated · pH not stated
Temperature correction: NOT APPLIED

Estimated time is a numerical Pool CT accumulation comparison only.

VIEW BASIS

Source organizationWorld Health Organization

Source documentGuidelines for Drinking-water Quality, Second Edition, Volume 2: Health Criteria and Other Supporting Information

Reference table / sectionLegionella chapter · Ozone discussion

Reference typeDERIVED LITERATURE EXPOSURE

CT value / range6.00 mg·min/L

TemperatureNot stated

pHNot stated

Published literature outcomeapproximately 99.99–99.999% inactivation · 4–5 log

Source notesDerived comparison: approximately 0.3 mg/L ozone × exposure within 20 min ≈ 6 mg·min/L.

Derived basis0.3 mg/L × 20 min ≈ 6 mg·min/L · not a WHO CT standard

LimitationsWHO reports that ozone eradication results in real water systems remain ambiguous and that adequate residual/contact time may be difficult to maintain.

VIEW LIVE CALCULATION

A. Published Reference CT6.00 mg·min/L

B. Current Pool simulation sourceCurrent live C_pool(t), continued with the same state and equations for up to 168 h

C. Cumulative Pool CTCT_pool(t) = ∫ C_pool(τ)dτ

D. Initial 24-hour resultCT_pool,24h = 2.181 mg·min/L

E. Threshold searchFind first timestep where CT_pool(t) ≥ CT_reference; crossing is resolved inside the timestep from the live trapezoidal segment.

Time step / maximum intervals1 min · 10080 intervals

F. Result time

Published Reference CT = 6.00 mg·min/L

Threshold search: first time CT_pool(t) ≥ 6.00 mg·min/L

Initial 24-hour Pool CT = 2.181 mg·min/L

Remaining CT after 24 h = 6.00 − 2.181 = 3.819 mg·min/L

Continued integration: model state continues beyond hour 24 without reset.

Hour 24 CT = 2.181 mg·min/L

Hour 48 CT = 4.363 mg·min/L

Total elapsed = 3960.87 min

Equivalent = 66.01 hr

Converted clock time = 2 days 18 hr 1 min

Cycle 45 · 0.9 min into cycle · reached during ON

24-hour Pool CT / numerical ratio basis2.181 mg·min/L

Numerical CT Ratio0.36× · 24-hour Pool CT ÷ Published Reference CT

InterpretationNumerical magnitude comparison only.

Condition handlingCurrent Pool Water 30.00°C · pH 7.50; nearest published condition only; temperature correction NOT APPLIED.

Published ozone CT references apply under their cited experimental or treatment conditions and generally to microorganisms suspended in water. They are used here for engineering reference comparison and are not a swimming-pool microbiological certification or substitute for field microbiological testing.

D. OVERALL PRELIMINARY ASSESSMENT

PRELIMINARY ENGINEERING ASSESSMENT

SIDE-STREAM DESIGN3/3 criteria met

POOL OZONE PERFORMANCEKPI #4 · BELOW TARGET

MICROBIAL EXPOSUREKPI #5 · REFERENCE ASSESSMENT · 5/5 reference CT values accumulated numerically within the modeled evaluation window

KPI #5 acceptance policy is not yet approved. This preliminary assessment does not establish microbial safety or final equipment suitability.

SUPPORTING ENGINEERING RESULTS

Minimum Pool C0.0013 mg/L

Maximum Pool C0.0017 mg/L

Daily Pool Ozone Exposure · Supporting Result2.181 mg·min/L/dayTrapezoidal integral of Pool C(t) over the final 24 hours

Pool mass-balance modeldC/dt = (Q-side/V) × (C-side − C-pool) − k-pool × C-pool while the sidestream is activeFinal-day periodic behaviorSTABILIZEDReturn-mass conservation error0 mg/h

SUPPORTING ENGINEERING INDICATORS

Equipment Capacity Panel

ASSESSMENT USES POOL KPI #4

Rated Output300 mg/h

Transferred Output240 mg/h

Active Runtime16.00 h/day

Daily Transferred O₃3.84 g/day

Q-side25,000 L/h

Theoretical Sidestream O₃ Loading0.0096 mg/L

Specific Daily O₃ Loading0.0192 g/m³/day

Pool-level sizing criterionAverage Pool C ≥ 0.025 mg/L

Loading values are supporting engineering indicators. Pool ozone level is assessed by KPI #4; KPI #5 remains a separate microbial reference assessment until an acceptance policy is approved.

Sidestream Hydraulic Turnover Time8.00h · Pool Volume ÷ Q-side

Sidestream Hydraulic Runtime16.00h/day · current operating cycle

Contact Outlet C0.60 mg/L

C-side · Ozone Sidestream Return0.0096 mg/L

Nominal Contact Time / T102.25 / 2.25 min

Main Circulation Turnover2.00 h

Pool Half-life1.57 h

Cycle StabilitySTABILIZED · final-day exposure change 0.00%

ADVANCED ENGINEERING

STEP 5

5. Performance Over Time

Explore four approved KPI target graphs plus two target-free supporting engineering graphs. Select a graph for a full-screen view.

ENGINEERING CORE · FINAL DAY

C-sub — Contact Inlet C

Ozone transfer into Q-sub

mg/L

C-subSource ONSource OFFCycle boundary

Core C-sub is zero while the ozone source is OFF.

CURRENT / PREDICTED0.6 mg/LMARGIN TO TARGET+0.1 mg/LTARGET COVERAGE120%STATUSTARGET MET

VIEW BASIS

Target value: 0.5 mg/L
Target name: BES Minimum Contact Inlet Concentration Target
Provenance: BES Preliminary Contact + Hydraulic Design Targets
Status: BES Preliminary

ENGINEERING KPI · CURRENT APPLIED DESIGN

Contact CT

Contact Outlet C × T10

mg·min/L

Current / PredictedBES target

Scalar engineering KPI for the current applied design. No artificial time-series is generated.

CURRENT / PREDICTED1.3439 mg·min/LMARGIN TO TARGET+0.3439 mg·min/LTARGET COVERAGE134.3939%STATUSTARGET MET

VIEW BASIS

Target value: 1 mg·min/L
Target name: BES Minimum Contact CT Target
Provenance: BES Preliminary Contact + Hydraulic Design Targets
Status: BES Preliminary

ENGINEERING KPI · CURRENT APPLIED DESIGN

Sidestream Hydraulic Turnover

Q-side × Active Runtime ÷ Pool Volume

volumes/day

Current / PredictedBES target

Scalar engineering KPI for the current applied design. No artificial time-series is generated.

CURRENT / PREDICTED2 volumes/dayMARGIN TO TARGET+0 volumes/dayTARGET COVERAGE100%STATUSTARGET MET

VIEW BASIS

Target value: 2 volumes/day
Target name: BES Minimum Sidestream Hydraulic Turnover Target
Provenance: BES Preliminary Contact + Hydraulic Design Targets
Status: BES Preliminary

ENGINEERING CORE · FINAL DAY

C-side — Ozone Sidestream Return

After contact decay and dilution into Q-side

mg/L

C-sideSource ONSource OFFCycle boundary

Core C-side is zero while the ozone source is OFF. No approved Pool acceptance target is applied.

Engineering result — no approved acceptance target

ENGINEERING CORE · FINAL DAY

Pool C — Average Pool C KPI

Bulk Pool residual · final representative operating day

mg/L

Pool CSource ONSource OFFCycle boundary

Pool C continues first-order decay during source OFF. KPI status uses the final representative 24-hour Average Pool C.

CURRENT / PREDICTED0.0015 mg/LMARGIN TO TARGET-0.0235 mg/LTARGET COVERAGE6.0594%STATUSBELOW TARGET

VIEW BASIS

Target value: 0.025 mg/L
Target name: BES Preliminary Pool Ozone Concentration Target
Provenance: BES Preliminary Pool Ozone Concentration Target
Status: BES Preliminary

ENGINEERING CORE · OPERATING CYCLES

Pool Cycle Exposure — Engineering Trend

Integrated bulk Pool C across each ON + OFF period

mg·min/L

Complete cycle · ON + OFFPartial cycle

Values are trapezoidal integrals of the flow-through Pool mass-balance trajectory. Contact CT is a separate contact-zone quantity and is not plotted here.

Engineering trend — no approved Pool acceptance target

INPUTS, PROVENANCE & REPORT BASIS

System

WDS3000P × 1

300 mg/h per unit · 300 mg/h total

Contact CT basis

0.60 × 2.25

Contact Outlet C × T10 only; never cycle duration

Cycle Exposure basis

Flow-through Pool response

Trapezoidal ∫ Pool C over each ON + OFF cycle from the continuous multi-day response

Pool type

hotel

BES design assumption

Bather load

medium

BES design assumption

Units · Complete selected configuration

BES design assumption

Q-main · Pool Main Circulation Flow

100,000 L/h

BES design assumption

Q-sub · Ozone Contact Sub-flow

400 L/h

BES design assumption

Q-side · Ozone Treatment Sidestream Flow

25,000 L/h

BES design assumption

Contact decay

0.120 h⁻¹

BES design assumption

Pool decay

0.442 h⁻¹

BES design assumption

Engineering Design Basis & Limitations

C-sub / Contact Inlet C

BES Preliminary Design Target ≥ 0.50 mg/L

Contact concentration target only. It does not verify whole-system ozone capacity.

Contact CT

BES Preliminary Design Target ≥ 1.00 mg·min/L

Contact Outlet C × T10. This is a BES preliminary contact-process design target, not a Pool exposure target or regulatory requirement. Any organism-specific comparison requires an approved, explicitly provenanced reference dataset and defined operating conditions.

Sidestream Hydraulic Turnover

BES Preliminary Design Target ≥ 2.00 volumes/day

Q-side × Sidestream Active Runtime ÷ Pool Volume. Runtime follows the current operating cycle; Q-main remains independent.

Whole-System Ozone Capacity

Engineering capacity indicator · no approved acceptance target

Daily transferred ozone mass and normalized dose expose equipment scale. They remain separate from contact and hydraulic coverage PASS/FAIL.

PASS means the current applied design meets all three BES preliminary contact and hydraulic coverage targets. It does not by itself establish final whole-system ozone capacity, equipment suitability, regulatory certification or third-party microbial validation. Final performance depends on actual water quality, ozone demand, hydraulic conditions, operation, commissioning and field verification.

Simulation results are preliminary engineering estimates for project review and field verification.

BES GROUP THAILANDEngineering Simulation ReportGENERAL POOL

General Pool Ozone Sidestream Engineering Simulation Report

BES Preliminary Engineering Design

Page 1 / 6

Generated—Engineering Corev0.6.0Simulation Horizon3 daysSelected ModelWDS3000P

Project / System Inputs

Pool Volume200 m³Pool TypehotelBather LoadmediumEnvironmentoutdoorWater ConditionpH 7.5 · TDS 300 mg/L · 30 °CQ-main100,000 L/h

BES Recommended Design

Selected ModelWDS3000PRecommended UnitsEngineering review requiredRecommended Q-side25,000 L/hTransferred O₃240 mg/hTheoretical Sidestream O₃ Loading0.0096 mg/LRecommended Q-sub400 L/hRecommended Contact Zone15 LPredicted Contact + Hydraulic StatusPASS

Current Applied Design

Applied Model / Units1 × WDS3000PRated / Unit300 mg/hTotal Rated / Transferred300 / 240 mg/hMTE80%Q-side / Q-sub25,000 / 400 L/hContact Zone15 L

CONTACT + HYDRAULIC DESIGN · PASS

PASS applies only to the three listed preliminary contact/hydraulic criteria.

SUPPORTING EQUIPMENT CAPACITY INDICATORS

POOL-LEVEL ASSESSMENT USES KPI #4 · BES PRELIMINARY TARGET ≥ 0.025 mg/L

Ozone Schedule60 min ON · 30 min OFFDuty / Actual ON Time66.67% · 16.00 h/dayDaily Transferred O₃3.84 g/dayQ-side25,000 L/hTheoretical Sidestream O₃ Loading0.0096 mg/LSpecific Daily O₃ Loading0.0192 g/m³/dayDaily Transferred O₃ Dose0.0192 mg/L/dayTransferred O₃ / Pool Volume / Active Hour0.0012 mg/L/hPool Volume per 1 g/day Transferred O₃52.08 m³ per g/day

Loading values are supporting engineering indicators. Preliminary sizing status requires all four BES criteria, including Average Pool C.

OVERALL SYSTEM SUITABILITY · PRELIMINARY SIZING CRITERIA NOT MET

FAIL · Average Pool C 0.0015 mg/L against ≥ 0.025 mg/L

BES GROUP THAILANDEngineering Simulation ReportGENERAL POOL

Engineering System Design

Independent Pool circulation and ozone sidestream

Page 2 / 6

STEP 3

3. Current Applied Engineering Design

Live diagram driven only by the editable applied equipment, hydraulics and operating schedule.

PoolBiosure Sidestream

Ozone Sidestream PumpQ-side circulation

1 × WDS3000P300 mg/h total rated · 240 mg/h transferredEOG 4,000 h

Filter / Contact ZoneHydraulic contact path

Hydraulic Design Summary

Main Circulation100,000 L/hQ-side · Ozone Treatment Sidestream Flow25,000 L/hQ-sub · Ozone Contact Sub-flow400 L/hContact Zone Volume15 LNominal Contact Time2.25 minEstimated T102.25 minQ-side Hydraulic Runtime16.00 h/day · Based on current operating cycle

BES GROUP THAILANDEngineering Simulation ReportGENERAL POOL

BES Preliminary Design Performance

Side-stream design and representative final-day Pool response

Page 3 / 6

GATE A · SIDE-STREAM CONTACT + HYDRAULIC DESIGN · PASS

Whole-system equipment sufficiency is evaluated separately.

KPI #1C-sub / Contact Inlet CCURRENT VALUE0.60mg/L

VIEW CALCULATION

Live CalculationTransferred O₃ ÷ Q-sub240 mg/h ÷ 400 L/h= 0.60 mg/L

Target≥ 0.50 mg/L

STATUSPASS

Current applied transferred capacity and Q-subMeets the listed BES Preliminary Design Target

KPI #2Contact CTCURRENT VALUE1.34mg·min/L

VIEW CALCULATION

Live CalculationContact Outlet C × T100.597 mg/L × 2.25 min= 1.34 mg·min/L

Target≥ 1.00 mg·min/L

STATUSPASS

BES preliminary contact-process design basisMeets the listed BES Preliminary Design Target

KPI #3Sidestream Hydraulic TurnoverCURRENT VALUE2.00volumes/day

VIEW CALCULATION

Live CalculationQ-side × Sidestream Active Runtime ÷ Pool Volume25,000 L/h × 16.00 h/day ÷ 200,000 L= 2.00 volumes/day

Target≥ 2.00 volumes/day

STATUSPASS

Based on current operating cycleMeets the listed BES Preliminary Design Target

KPI #4 · AVERAGE POOL OZONE CONCENTRATION

0.0015 mg/L · 6.06% · BELOW TARGET · BES Preliminary Pool Ozone Concentration Target ≥ 0.025 mg/L

Live calculation: Final 24 h Pool Ozone Exposure 2.1814 mg·min/L ÷ 1,440 min = 0.00151485792200036 mg/L.

KPI #5 · POOL WATER / MAIN POOL BASIN

POOL MICROBIAL OZONE EXPOSURE

CYCLE

Per Complete Cycle0.1363 mg·min/L60 min ON + 30 min OFF = 90 minPer 24 Hours2.1814 mg·min/L/dayFinal representative stabilized 24 h Pool responseActive Runtime / Day16.00 h/day60 min ON / 30 min OFF

Live calculation: CT_pool = ∫ C_pool(t) dt using trapezoidal integration of the same live Pool basin concentration series as KPI #4. Cycle exposure includes both ozone ON and residual OFF periods.

OVERALL PRELIMINARY SIZING · PRELIMINARY SIZING CRITERIA NOT MET

FAIL · Four BES preliminary criteria required

Supporting Engineering Results

Contact Outlet C0.60 mg/LC-side · Ozone Sidestream Return0.0096 mg/LPool C0.0015 mg/LMain Circulation Turnover2.00 hNominal Contact Time / T102.25 / 2.25 minLatest / Average Cycle Exposure0.14 / 0.13 mg·min/LSidestream Hydraulic Turnover Time8.00 h

BES GROUP THAILANDEngineering Simulation ReportGENERAL POOL

Performance Over Time

Approved KPI target graphs and target-free supporting engineering graphs

Page 4 / 6

STEP 5

5. Performance Over Time

Explore four approved KPI target graphs plus two target-free supporting engineering graphs. Select a graph for a full-screen view.

ENGINEERING CORE · FINAL DAY

C-sub — Contact Inlet C

Ozone transfer into Q-sub

mg/L

C-subSource ONSource OFFCycle boundary

Core C-sub is zero while the ozone source is OFF.

CURRENT / PREDICTED0.6 mg/LMARGIN TO TARGET+0.1 mg/LTARGET COVERAGE120%STATUSTARGET MET

VIEW BASIS

Target value: 0.5 mg/L
Target name: BES Minimum Contact Inlet Concentration Target
Provenance: BES Preliminary Contact + Hydraulic Design Targets
Status: BES Preliminary

ENGINEERING KPI · CURRENT APPLIED DESIGN

Contact CT

Contact Outlet C × T10

mg·min/L

Current / PredictedBES target

Scalar engineering KPI for the current applied design. No artificial time-series is generated.

CURRENT / PREDICTED1.3439 mg·min/LMARGIN TO TARGET+0.3439 mg·min/LTARGET COVERAGE134.3939%STATUSTARGET MET

VIEW BASIS

Target value: 1 mg·min/L
Target name: BES Minimum Contact CT Target
Provenance: BES Preliminary Contact + Hydraulic Design Targets
Status: BES Preliminary

ENGINEERING KPI · CURRENT APPLIED DESIGN

Sidestream Hydraulic Turnover

Q-side × Active Runtime ÷ Pool Volume

volumes/day

Current / PredictedBES target

Scalar engineering KPI for the current applied design. No artificial time-series is generated.

CURRENT / PREDICTED2 volumes/dayMARGIN TO TARGET+0 volumes/dayTARGET COVERAGE100%STATUSTARGET MET

VIEW BASIS

Target value: 2 volumes/day
Target name: BES Minimum Sidestream Hydraulic Turnover Target
Provenance: BES Preliminary Contact + Hydraulic Design Targets
Status: BES Preliminary

ENGINEERING CORE · FINAL DAY

C-side — Ozone Sidestream Return

After contact decay and dilution into Q-side

mg/L

C-sideSource ONSource OFFCycle boundary

Core C-side is zero while the ozone source is OFF. No approved Pool acceptance target is applied.

Engineering result — no approved acceptance target

ENGINEERING CORE · FINAL DAY

Pool C — Average Pool C KPI

Bulk Pool residual · final representative operating day

mg/L

Pool CSource ONSource OFFCycle boundary

Pool C continues first-order decay during source OFF. KPI status uses the final representative 24-hour Average Pool C.

CURRENT / PREDICTED0.0015 mg/LMARGIN TO TARGET-0.0235 mg/LTARGET COVERAGE6.0594%STATUSBELOW TARGET

VIEW BASIS

Target value: 0.025 mg/L
Target name: BES Preliminary Pool Ozone Concentration Target
Provenance: BES Preliminary Pool Ozone Concentration Target
Status: BES Preliminary

ENGINEERING CORE · OPERATING CYCLES

Pool Cycle Exposure — Engineering Trend

Integrated bulk Pool C across each ON + OFF period

mg·min/L

Complete cycle · ON + OFFPartial cycle

Values are trapezoidal integrals of the flow-through Pool mass-balance trajectory. Contact CT is a separate contact-zone quantity and is not plotted here.

Engineering trend — no approved Pool acceptance target

BES GROUP THAILANDEngineering Simulation ReportGENERAL POOL

Pool Microbial Reference Comparison

Live Pool-basin CT accumulation compared with published literature references

Page 5 / 6

KPI #5 REFERENCE BASIS

MICROBIAL REFERENCE COMPARISON

Current Pool Water: 30.00°C · pH 7.50 · Temperature correction: NOT APPLIED

UP TO 168 h / 7 DAYS
NO MIDNIGHT RESET

WHO LITERATURE GUIDELINE REFERENCE

E. coli

Reference ozone CT: 0.020 mg·min/L
Published outcome: 99% inactivation · 2-log
Estimated Time to Reference CT: 14.4 min
Published Reference: 5°C · pH 6–7

REFERENCE CONDITION MISMATCH Current Pool Water: 30.00°C · pH 7.50. Temperature correction: NOT APPLIED.

World Health Organization · Table 3.7

WHO LITERATURE GUIDELINE REFERENCE

Poliovirus 1

Reference ozone CT: 0.100–0.200 mg·min/L
Published outcome: 99% inactivation · 2-log
Estimated Time to Reference CT: 1 hr 5 min – 2 hr 13 min
Published Reference: 5°C · pH 6–7

REFERENCE CONDITION MISMATCH Current Pool Water: 30.00°C · pH 7.50. Temperature correction: NOT APPLIED.

World Health Organization · Table 3.7

WHO LITERATURE GUIDELINE REFERENCE

Giardia lamblia

Reference ozone CT: 0.630 mg·min/L
Published outcome: 99% inactivation · 2-log
Estimated Time to Reference CT: 6 hr 56 min
Published Reference: 15°C · pH 6–9

REFERENCE CONDITION MISMATCH Current Pool Water: 30.00°C · pH 7.50. Temperature correction: NOT APPLIED.

World Health Organization · Table 7.6

WHO LITERATURE REFERENCE

Cryptosporidium

Reference ozone CT: 4.40 mg·min/L
Published outcome: 99% inactivation · 2-log
Estimated Time to Reference CT: 2 days 0 hr 26 min
Published Reference: 22°C · pH not stated

REFERENCE CONDITION MISMATCH Current Pool Water: 30.00°C · pH 7.50. Temperature correction: NOT APPLIED.

EXTENDED MODELED EVALUATION · reached after 24 h using continuous state integrationWorld Health Organization · Table 3.9

DERIVED LITERATURE EXPOSURE

Legionella pneumophila

Derived literature exposure: ~6.00 mg·min/L
Published outcome: approximately 99.99–99.999% inactivation · 4–5 log
Estimated Time to Reference CT: 2 days 18 hr 1 min
Published Reference: Temperature not stated · pH not stated

REFERENCE CONDITION MISMATCH Current Pool Water: 30.00°C · pH 7.50. Temperature correction: NOT APPLIED.

EXTENDED MODELED EVALUATION · reached after 24 h using continuous state integrationWorld Health Organization · Legionella chapter · Ozone discussion

BES GROUP THAILANDEngineering Simulation ReportGENERAL POOL

Engineering Capacity & Design Basis

Current applied capacity calculations, assumptions and limitations

Page 6 / 6

WHOLE-SYSTEM OZONE CAPACITY

SUPPORTING ENGINEERING INDICATORS · POOL-LEVEL ASSESSMENT USES KPI #4

Transferred Capacity300 mg/h × 80%= 240 mg/hOzone Duty60 ÷ (60 + 30)= 66.67%Actual Ozone ON Time24 h × 66.67%= 16.00 h/dayDaily Transferred O₃240 mg/h × 16.00 h/day= 3.84 g/dayTheoretical Sidestream O₃ Loading240 mg/h ÷ 25,000 L/h= 0.0096 mg/LSpecific Daily O₃ Loading3.84 g/day ÷ 200 m³= 0.0192 g/m³/dayDaily Transferred O₃ Dose3,840.00 mg/day ÷ 200,000 L= 0.0192 mg/L/dayTransferred O₃ / Pool Volume / Active Hour240 mg/h ÷ 200,000 L= 0.0012 mg/L/hPool Volume per 1 g/day Transferred O₃200 m³ ÷ 3.84 g/day= 52.08 m³ per g/day

Loading values are supporting engineering indicators; preliminary sizing status requires all four BES criteria.

OVERALL PRELIMINARY SIZING · PRELIMINARY SIZING CRITERIA NOT MET

FAIL · Average Pool C 0.0015 mg/L · Target ≥ 0.025 mg/L

C-sub Basis

Target ≥ 0.50 mg/L for contact-inlet concentration. It does not independently establish whole-system capacity.

Contact CT Basis

Target ≥ 1.00 mg·min/L. Contact Outlet C × T10; BES preliminary contact-process design basis, not a Pool exposure target.

Sidestream Turnover Basis

Target ≥ 2.00 volumes/day. Q-side × active runtime ÷ Pool Volume; hydraulic coverage only.

Whole-System Capacity Basis

Equipment, Units, MTE, ozone duty and water volume are supporting indicators; Pool-level PASS/FAIL uses Average Pool C KPI #4.

Pool Response Basis

Continuous flow-through Pool response, distinct from Contact CT; final representative 24-hour Average Pool C target ≥ 0.025 mg/L.

GENERAL POOL OZONE SIDESTREAM

Pool Ozone Sidestream System

1. Pool & Operating Inputs

POOL / PROJECT

EQUIPMENT

OZONE TREATMENT SCHEDULE ?

2. BES Recommended Engineering Design

3. Current Applied Engineering Design

AVERAGE POOL OZONE CONCENTRATION

MICROBIAL REFERENCE COMPARISON

5. Performance Over Time

System

Contact CT basis

Cycle Exposure basis

Pool type

Bather load

Units · Complete selected configuration

Q-main · Pool Main Circulation Flow

Q-sub · Ozone Contact Sub-flow

Q-side · Ozone Treatment Sidestream Flow

Contact decay

Pool decay

Engineering Design Basis & Limitations

C-sub / Contact Inlet C

Contact CT

Sidestream Hydraulic Turnover

Whole-System Ozone Capacity

Project / System Inputs

BES Recommended Design

Current Applied Design

SUPPORTING EQUIPMENT CAPACITY INDICATORS

3. Current Applied Engineering Design

Hydraulic Design Summary

Supporting Engineering Results

5. Performance Over Time

MICROBIAL REFERENCE COMPARISON

WHOLE-SYSTEM OZONE CAPACITY

C-sub Basis

Contact CT Basis

Sidestream Turnover Basis

Whole-System Capacity Basis

Pool Response Basis

OZONE TREATMENT SCHEDULE