Recycled Water Customer Conversions OC WateReuse Meeting Presented - - PowerPoint PPT Presentation

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Recycled Water Customer Conversions OC WateReuse Meeting Presented - - PowerPoint PPT Presentation

Recycled Water Customer Conversions OC WateReuse Meeting Presented By: Mark Marcacci & Mitch Robinson June 15, 2017 Project Background IRWD Recycled Water System 50 Years of Recycled Water! Recycled System Summary 540


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SLIDE 1

Recycled Water Customer Conversions

OC WateReuse Meeting

Presented By: Mark Marcacci & Mitch Robinson

June 15, 2017

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SLIDE 2

Project Background – IRWD Recycled Water System

  • 50 Years of Recycled Water!
  • Recycled System Summary

– 540 miles of recycled pipes – 26 BPS – 17 Tanks & Reservoirs

  • 1,810 miles of potable pipes
  • ~30% of total demand is

supplied by recycled water

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SLIDE 3

Project Background – Purpose & Goals

  • Why hydraulic modeling?
  • Developing versus Developed recycled water system
  • Weighing Customer and IRWD priorities

– Customers:

  • r

– IRWD: psi, velocities, tanks, pumps, PRVs…

  • Need to determine:

1. What impacts will adding a customer have? 2. Are the impacts within IRWD criteria? 3. Are there system improvements needed?

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SLIDE 4

Customer Demands Usage Patterns

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Darrin Park Recycled Water Conversion Customer Characteristics

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Customer Location Lake Forest Zone A-B Pump Station Lake Forest Zone B Tank

System Verification

  • Dynamic Pressures > 40 psi
  • Pipe Velocity < 8 fps MDD
  • Tank Levels
  • Pump Modifications

Customer Characteristics

  • Located in Lake Forest Zone B
  • Usage = 12.6 AFY
  • Two 2” Turbo Meters with 250 gpm

capacity each (500 gpm total)

  • Active during peak hours from

9PM – 6AM

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SLIDE 6

Usage Pattern

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  • Usage Pattern = 1 from 9 PM – 6 AM
  • Model Demand = 1 x 500 gpm = 500 gpm
  • Total mgd = 270,000 gpd
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SLIDE 7

Lake Forest Zone A-B Pump Station Flows Time Of Use On / Off

7 500 1000 1500 2000 2500 3000 00:00 hrs 00:30 hrs 01:00 hrs 01:30 hrs 02:00 hrs 02:30 hrs 03:00 hrs 03:30 hrs 04:00 hrs 04:30 hrs 05:00 hrs 05:30 hrs 06:00 hrs 06:30 hrs 07:00 hrs 07:30 hrs 08:00 hrs 08:30 hrs 09:00 hrs 09:30 hrs 10:00 hrs 10:30 hrs 11:00 hrs 11:30 hrs 12:00 hrs 12:30 hrs 13:00 hrs 13:30 hrs 14:00 hrs 14:30 hrs 15:00 hrs 15:30 hrs 16:00 hrs 16:30 hrs 17:00 hrs 17:30 hrs 18:00 hrs 18:30 hrs 19:00 hrs 19:30 hrs 20:00 hrs 20:30 hrs 21:00 hrs 21:30 hrs 22:00 hrs 22:30 hrs 23:00 hrs 23:30 hrs 24:00 hrs

Flow (gpm)

Future Maximum Day Demand: Lake Forest Zone A-B Pump Station Flows

TOU On TOU Off Time Of Use 12:00 PM – 6:00 PM

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SLIDE 8

Lake Forest Zone B Tank Recovery

8 24 25 26 27 28 29 30 31 00:00 hrs 00:30 hrs 01:00 hrs 01:30 hrs 02:00 hrs 02:30 hrs 03:00 hrs 03:30 hrs 04:00 hrs 04:30 hrs 05:00 hrs 05:30 hrs 06:00 hrs 06:30 hrs 07:00 hrs 07:30 hrs 08:00 hrs 08:30 hrs 09:00 hrs 09:30 hrs 10:00 hrs 10:30 hrs 11:00 hrs 11:30 hrs 12:00 hrs 12:30 hrs 13:00 hrs 13:30 hrs 14:00 hrs 14:30 hrs 15:00 hrs 15:30 hrs 16:00 hrs 16:30 hrs 17:00 hrs 17:30 hrs 18:00 hrs 18:30 hrs 19:00 hrs 19:30 hrs 20:00 hrs 20:30 hrs 21:00 hrs 21:30 hrs 22:00 hrs 22:30 hrs 23:00 hrs 23:30 hrs 24:00 hrs

Level (ft)

Future Maximum Day Demand: Lake Forest Zone B - 24 Hour Tank Levels

TOU ON TOU OFF Tank Level = 28.6’ Tank Level = 24.6’

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SLIDE 9

10 30 50 70 90 110 130 150 00:00 hrs 00:30 hrs 01:00 hrs 01:30 hrs 02:00 hrs 02:30 hrs 03:00 hrs 03:30 hrs 04:00 hrs 04:30 hrs 05:00 hrs 05:30 hrs 06:00 hrs 06:30 hrs 07:00 hrs 07:30 hrs 08:00 hrs 08:30 hrs 09:00 hrs 09:30 hrs 10:00 hrs 10:30 hrs 11:00 hrs 11:30 hrs 12:00 hrs 12:30 hrs 13:00 hrs 13:30 hrs 14:00 hrs 14:30 hrs 15:00 hrs 15:30 hrs 16:00 hrs 16:30 hrs 17:00 hrs 17:30 hrs 18:00 hrs 18:30 hrs 19:00 hrs 19:30 hrs 20:00 hrs 20:30 hrs 21:00 hrs 21:30 hrs 22:00 hrs 22:30 hrs 23:00 hrs 23:30 hrs 24:00 hrs

Pressure (psi)

Future Maximum Day Demand: Darrin Park 24 Hour Pressures

Before After

Darrin Park Pressures Before and After Conversion

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Min = 107 psi Min = 39 psi

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SLIDE 10

Model System Verification

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Darrin Park Model size = 4”

  • As-built research
  • Potholing

6” 4”

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Darrin Park Pressures Pipe Diameters Increase from 4” to 6”

11 80 90 100 110 120 130 140 00:00 hrs 00:30 hrs 01:00 hrs 01:30 hrs 02:00 hrs 02:30 hrs 03:00 hrs 03:30 hrs 04:00 hrs 04:30 hrs 05:00 hrs 05:30 hrs 06:00 hrs 06:30 hrs 07:00 hrs 07:30 hrs 08:00 hrs 08:30 hrs 09:00 hrs 09:30 hrs 10:00 hrs 10:30 hrs 11:00 hrs 11:30 hrs 12:00 hrs 12:30 hrs 13:00 hrs 13:30 hrs 14:00 hrs 14:30 hrs 15:00 hrs 15:30 hrs 16:00 hrs 16:30 hrs 17:00 hrs 17:30 hrs 18:00 hrs 18:30 hrs 19:00 hrs 19:30 hrs 20:00 hrs 20:30 hrs 21:00 hrs 21:30 hrs 22:00 hrs 22:30 hrs 23:00 hrs 23:30 hrs 24:00 hrs

Pressure (psi)

Future Maximum Day Demand: Darrin Park 24 Hour Pressures

Before After Min = 112 psi Min = 88 psi

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SLIDE 12

Conclusions / Recommendations

1. Lake Forest Zone A-B PS – Additional run time through TOU to maintain Lake Forest Zone B Tank Levels at 28’. 2. Verify pipe sizes near Darrin Park

  • 4-inch pipes near Darrin Park = 39 psi
  • Increase booster pump supply
  • Upsize system pipes
  • 6-inch pipes near Darrin Park = 88 psi
  • Increase booster pump supply

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