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OFFICIAL BES WATER STATION PROTOTYPEHealthy Mineral & Ozone Water Station
WDS600 inline ozone dissolution module
WDS600Inline Ozone Dissolution Module
Pressure controlled 2.5 bar
Bottle detected
BES ENGINEERING SOLUTION

Drinking Water
System

Healthy Mineral & Ozone Water Station

Healthy mineral water • Ozone drinking water
Engineering Controlled Water Dispensing Platform

MODEL-SPECIFIC LOGICLIVE VALVE CONTROLNO ROUTE CHANGE
01
Engineering architecture

Engineering Model

Select the station architecture. Both models remain inside this Drinking Water System page.

02
Live design basis

Engineering Inputs

Inputs for Healthy Mineral & Ozone Water Station.

03
Interactive process view

BES Engineering Diagram

WDS600 controls high-flow drinking water and a dedicated low-flow bottle-rinse branch.

1Tap Water
2UF 0.02 micron
3WDS600Fixed equipment
4Pressure Sensor
5Branching Valve Logic
6Drinking Water OutletControlled branch
7Bottle-rinse OutletControlled branch
8Water Station
Drinking branch · approximately 300 LPH Bottle-rinse branch · approximately 150 LPH
04
One model-specific decision

AI Engineering Design

AI changes the operating strategy and control setpoints—not the selected architecture without the user.

AI DESIGN · PASS
Selected engineering modelHealthy Mineral & Ozone Water Station
Fixed hardware basisWDS600
Operating logicHigh-flow drinking + low-flow bottle rinse
Automatic controlsPressure · branching valve · flush

WDS600 remains fixed. The controller selects the drinking or bottle-rinse branch and applies its approved flow regime.

05
Essential result

Performance Summary

The summary updates from the selected model and shared calculations.

Operating ModelMineral + Ozone
Bottle-rinse Flow≈ 150 LPH
Drinking Flow≈ 300 LPH
Drinking Outlet Residual0.016 mg/L est.
Daily Water Demand75.0 L/day
Estimated Daily Runtime21.8 min/day
Estimated EOG Life12414 days
Overall StatusPASS
06
Transparent engineering

Live Calculation

Formula, substitution, result, and engineering interpretation stay connected to the selected model.

Daily Drinking DemandDemand basis

FormulaBottles/day × Bottle volume

Substitution100 × 0.75 L

Result75.0 L/day

Defines the current station water demand.

Bottle-rinse DurationOzone mode

FormulaRinse volume ÷ Ozone-water flow × 3,600

Substitution0.112 L ÷ 150 × 3,600

Result2.7 sec/event

The ozone-water function uses its own controlled branch.

Drinking Fill DurationDrinking mode

FormulaBottle volume ÷ Drinking flow × 3,600

Substitution0.75 L ÷ 300 × 3,600

Result9.0 sec/bottle

The drinking-water function is calculated independently of the ozone branch.

Daily RuntimeControl duty

FormulaBottle cycles + flush + scheduled cleaning

Substitution100 cycles + 20 sec flush

Result21.8 min/day

One shared duty estimate feeds the summary and runtime graph.

Outlet Residual EstimateCommissioning estimate

FormulaOutput × MTE ÷ flow × outlet retention

Substitution60 × 0.80 ÷ 300 × 0.10

Result0.016 mg/L

Final drinking-water performance requires project commissioning verification.

Estimated EOG LifeOperating estimate

FormulaRated EOG hours ÷ Daily ozone-active hours

Substitution1,000 hr ÷ 0.081 hr/day

Result12414 days

EOG duty follows the ozone-water events, not total station availability.

07
Essential controls

Operating Timeline

Flow, pressure, valve timing, flush timing, runtime, and the selected model sequence.

Flow300 LPH
Pressure2.5 bar
Valve timing1 open
Flush timing1 active
DAILY RUNTIME21.8 minmodel-specific operating duty
0.36hr/day
08
Model-specific destination

View Selected Product

Product and documentation links update without navigating to the Hydrogen Water ecosystem solution.