COIN LAUNDRY APPLICATION

Coin Laundry Ozone Engineering Platform

Multi-washer demand engineering based on actual valve-open flow, simultaneous filling, staged ozone capacity and independent EOG maintenance.

INLINE OZONE WATERPOINT-OF-USE ENGINEERINGEXISTING WASHER

ENGINEERING SIMULATION

Validate the Coin Laundry operating point

TABLE 1 · WASHER DEMAND INPUT

Measured washer-group demand

Each row represents one washer size or operating group. Total Peak Flow is the authoritative ozone-system sizing input.

Design Peak: Flow per washer × maximum simultaneous filling. No operating-profile or diversity factor is applied.

TOTAL PEAK FLOW16 L/min960 LPH

Scroll table horizontally to review all engineering inputs →

Group	Qty	Washer Size	Unit	Flow / Washer	Simultaneous	Fill Stages	Water / Fill	Cycles / Day	Peak Flow	Action
Group A									16 L/min960 LPH
TOTAL	4	Maximum simultaneous washers			2	80 fill events/day		1,600 L/day	16 L/min960 LPH	200 min/day

WASHER GROUP

Group A

16 L/min selected peak

Washer QuantityWasher Capacity

Flow per Washer

L/min

Maximum Simultaneous FillingFill StagesWater per Fill

Cycles per Day

Selected Group Peak Flow: 16 L/min · 960 LPH
Worst-case Group Peak Flow: 32 L/min · 1,920 LPH

Coin Laundry Demand Summary

Total Installed Washers: 4

Selected Simultaneous Washers: 2

Selected Design Peak Flow: 16 L/min · 960 LPH

Worst-case Peak Flow: 32 L/min · 1,920 LPH

Fill Events per Day: 80

Water per Day: 1,600 L

Estimated EOG Fill Runtime: 200 min/day

Wash Program / Advanced Process

Stage CT is informational and isolated from hydraulic sizing. Every Drain resets dissolved ozone to zero.

Main Contact TimeRinse Contact Time

Group	Stage	Fill	Contact	Initial O₃	End O₃	Stage CT	Reset
Group A	Main Wash	2.5 min	15 min	0.5 mg/L	0.219 mg/L	5.73 mg·min/L	Drain → 0
Group A	Rinse 1	2.5 min	5 min	0.5 mg/L	0.38 mg/L	2.81 mg·min/L	Drain → 0
Group A	Rinse 2	2.5 min	5 min	0.5 mg/L	0.38 mg/L	2.81 mg·min/L	Drain → 0
Group A	Final Rinse	2.5 min	5 min	0.5 mg/L	0.38 mg/L	2.81 mg·min/L	Drain → 0

COIN SYSTEM SUMMARY

Current hydraulic and ozone basis

Coin BES Design Standard0.50 mg/L

WDS MTE80%

Total Peak Flow16 L/min · 960 LPH

Required Dissolved Ozone480 mg/h

Required Generator Output600 mg/h

Selected Ozone ModelWDS3000P

Installed Ozone Units2

Required Active Units2

Capacity Margin0%

Current StageMain + Assist 1

TABLE 2 · OZONE UNIT CAPACITY AND STAGING

Selected model and cumulative active capacity

Rated hydraulic range and maximum flow meeting 0.50 mg/L are displayed independently.

Ozone ModelNumber of Installed Units

Rated Hydraulic Flow Range60–2,300 LPH per unit

Max Flow Meeting 0.50 mg/L480 LPH · 8 L/min per unit

Scroll table horizontally to review every staged unit →

Unit ID	Role	Model	Generator Output	Control Method	Individual Max Flow	Cumulative Output	Cumulative Max Flow	Activation Threshold	Release Threshold	Current Status
Unit 1	Main	WDS3000P	300 mg/h	External Relay / Approved Power Control	480 LPH	300 mg/h	480 LPH	Demand detected	No demand	ACTIVE
Unit 2	Assist 1	WDS3000P	300 mg/h	External Relay / Approved Power Control	480 LPH	600 mg/h	960 LPH	>480 LPH	<432 LPH	ACTIVE

UNIT 1

Main

ACTIVE

Model: WDS3000P
Generator Output: 300 mg/h
Control Method: External Relay / Approved Power Control
Individual Max at 0.50 mg/L: 480 LPH · 8 L/min
Cumulative Max Flow: 480 LPH
Activation Threshold: Demand detected
Release Threshold: No demand

UNIT 2

Assist 1

ACTIVE

Model: WDS3000P
Generator Output: 300 mg/h
Control Method: External Relay / Approved Power Control
Individual Max at 0.50 mg/L: 480 LPH · 8 L/min
Cumulative Max Flow: 960 LPH
Activation Threshold: >480 LPH
Release Threshold: <432 LPH

Engineering / Advanced Control Configuration

These are configurable commissioning values, not universal BES timing standards.

Capacity Utilization Threshold (%)Hysteresis (%)Start Delay (seconds)Stop Delay (seconds)

COIN LAUNDRY INSTALLATION DIAGRAM

Dynamic hydraulic and control architecture

Engineering schematic generated directly from the washer-demand and ozone-unit staging tables.

WATER SUPPLYIncoming waterSite connection

ISOLATIONMain Isolation ValveService isolation point

MEASUREMENTApproved Flow Measurement16 L/min · 960 LPH design peak

PLC CONTROL PANELIndependent Relay OutputsRelay 1 → Main · ACTIVERelay 2 → Assist 1 · ACTIVE

OZONE UNIT BANK2 × WDS3000P0.50 mg/L · WDS MTE 80%

ACTIVE

WDS3000P · Main

Generator Output: 300 mg/h
Individual Max: 480 LPH
Stage 1 Capacity: 480 LPH

PLC Relay 1

ACTIVE

WDS3000P · Assist 1

Generator Output: 300 mg/h
Individual Max: 480 LPH
Stage 2 Capacity: 960 LPH

PLC Relay 2

DISTRIBUTION HEADERTotal Design Peak Flow16 L/min960 LPH demand · 960 LPH installed capacity

× 4

Group A

10 kg washers

Flow / Washer: 8 L/min
Maximum Simultaneous: 2
Group Peak Flow: 16 L/min · 960 LPH

Selected product asset: wds3000p

AI CONTROL RECOMMENDATION

Main + Assist 1

Total calculated washer peak demand is 960 LPH. One WDS3000P supports 480 LPH at 0.50 mg/L. Required active units: 2; installed units: 2. Installed capacity margin is 0%. Main + Assist 1 is required because 960 LPH exceeds the preceding stage capacity of 480 LPH. Each WDS3000P is independently controlled by PLC relay or approved power output. Main + Assist 1 is required at the calculated peak.

System Capacity: Near Capacity
Hydraulic Range: Within Rated Range
Control: External Relay / Approved Power Control
Commissioning Delays: Start 5 s · Stop 15 s

CAPACITY STAGING GRAPH

Design demand versus cumulative stage capacity

Bars show maximum flow meeting the Coin BES Design Standard of 0.50 mg/L; rated hydraulic maximum is not used as the primary capacity.

MainInsufficient

Stage Capacity: 480 LPH
Capacity Margin: -480 LPH

Main + A1Adequate

Stage Capacity: 960 LPH
Capacity Margin: +0 LPH

Total Design Peak Flow960 LPH · 16 L/min

Worst-case Peak Flow1,920 LPH · 32 L/min

Installed Capacity960 LPH · 16 L/min

Required Operating StageMain + Assist 1

Remaining Capacity Margin0 LPH