Water Loss Control Workshop - PNWS-AWWA

46
Water Loss Control Tools Software Tools for Supply Side Efficiency PNWS, April 2015

Transcript of Water Loss Control Workshop - PNWS-AWWA

Page 1: Water Loss Control Workshop - PNWS-AWWA

Water Loss Control Tools Software Tools for Supply Side Efficiency

PNWS, April 2015

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Today’s Goals

1) What is Water Loss? (10 min)

2) Water Loss Baseline – AWWA Audits (20 min)

3) Intervention Strategies – WRF Model (20 min)

4) Questions & Discussion throughout!

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Water Systems Optimization

✤ Water Loss Audits

✤ Design and Implementation of Water Loss Control Programs

✤ Leak Detection

✤ Pressure Management Schemes

✤ Source Meter Testing

✤ Revenue Enhancement Programs

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What Is Non-Revenue Water (NRW) ???

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What Is Non-Revenue Water (NRW)?

✤ Non Revenue Water consists of:

✤ Real Losses

✤ Apparent Losses

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Apparent Losses

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Real Losses

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Benefits of Water Loss Control

REAL LOSSES

✤ Saves WATER!

✤ Creates an additional supply – defers capital expenditures and marginal supply development

APPARENT LOSSES

✤ Does not save water

✤ Optimizes REVENUE GENERATION

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What Can Happen without NRW Management?

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Benefits of NRW Management

✤ Identify what you DON’T know

✤ Comprehensive understanding of your system

✤ Financial Benefits – Reduction in O&M & CIP costs

✤ Better Asset Management

✤ Optimized Meter Replacement/Management

✤ Water Conservation (Supply Side & Demand Side)

✤ Sustainability (Water/Energy Nexus)

✤ Be Ahead of Regulatory Arena

✤ Less Liability

✤ Build Credibility with Stakeholders and Regulators

Save Water Reduce Costs Culture of

Accountability

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How Can We Strategically Manage NRW??

• Component Analysis of Real Losses

• Component Analysis of Apparent Losses

• Assessment of Economic Real Loss Intervention Strategies

• Assessment of Economic Apparent Loss Intervention Strategies

• Real Loss Control and Intervention

• Apparent Loss Control and Intervention

• Conduct Detailed AWWA Water Audit to Quantify NRW Volume and its Components – Real Losses and Apparent Losses

Detailed Water Audit

Component Analysis

Economics

Implement

NRW Strategy

Water Audit Phase

Sustainable NRW

Management

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Best Practice Tools for Water Loss Control

✤ AWWA M36 Publication

✤ Water Audits and Loss Control Programs (2009), 3rd Edition features the IWA/AWWA Water Audit Methodology

✤ AWWA Water Loss Control Committee’s Free Water Audit Software©

✤ Current version is 5.0 in English

✤ Includes data grading capability

✤ Companion “Compiler” Software

✤ Water Research Foundation Reports

✤ Project 2811: Evaluating Water Loss and Planning Loss Reduction Strategies

✤ Project 2928: Leakage Management Technologies

✤ WRF 4372 published in May 2014

✤ Textbooks

Water Audit Report for: Philadelphia Water Department

Reporting Year:

ALL VOLUMES TO BE ENTERED AS ANNUAL QUANTITIES

WATER SUPPLIED

Volume from own sources: M 95,526.0 million gallons (US) per year

Master meter error adjustment: M 695.4 million gallons (US) per year

Water Imported: M 0.0 million gallons (US) per year

Water Exported: M 7,210.2 million gallons (US) per year.

WATER SUPPLIED: . 89,011.2 million gallons (US) per year..

AUTHORIZED CONSUMPTION .

Billed metered: M 57,535.2 million gallons (US) per year

Billed unmetered: M 0.0 million gallons (US) per year

Unbilled metered: M 179.3 million gallons (US) per year

Unbilled unmetered: E 693.6 million gallons (US) per year.

AUTHORIZED CONSUMPTION: . 58,408.1 million gallons (US) per year

.

.

WATER LOSSES (Water Supplied - Authorized Consumption) . 30,603.1 million gallons (US) per year.

Apparent Losses .

Unauthorized consumption: E 1,145.2 million gallons (US) per year

Customer metering inaccuracies: E 162.5 million gallons (US) per year

Data handling errors: E 2,751.2 million gallons (US) per year

Apparent Losses: . 4,058.9 million gallons (US) per year

Real Losses .

Real Losses (Water Losses - Apparent Losses): . 26,544.2 million gallons (US) per year.

WATER LOSSES: . 30,603.1 million gallons (US) per year..

NON_REVENUE WATER .

NON-REVENUE WATER: . 31,476.0 million gallons (US) per year

.

SYSTEM DATA ..

Length of mains: M 3,160.0 miles

Number of active AND inactive service connections: M 548,289

Connection density: . 174 conn./mile main

Average length of private pipe: E 12.0 ft

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Average operating pressure: E 55.0 psi

.

COST DATA ..

Total annual cost of operating water system: M $167,604,000 $/Year

Customer retail unit cost (applied to apparent losses): M $3.95

Variable production cost (applied to real losses): M $133.58 $/million gallons (US)

DATA REVIEW - Please review the following information and make changes above if necessary:

- Input values should be indicated as either measured or estimated. You have entered:

12 as measured values

6 as estimated values

0 without specifying measured or estimated

- It is important to accurately measure the master meter - you have entered the measurement type as: measured

- Cost Data: No problems identified

PERFORMANCE INDICATORS

Financial Indicators

Non-revenue water as percent by volume: 35.4%

Non-revenue water as percent by cost: 11.7%

Annual cost of Apparent losses: $16,012,518

Annual cost of Real Losses: $3,545,768

Operational Efficiency Indicators

Apparent losses per service connection per day: 20.28 gallons/connection/day

Real losses per service connection per day*: 132.64 gallons/connection/day

Real losses per length of main per day*: N/A

Real losses per service connection per day per psi pressure: 2.41 gallons/connection/day/psi

Unavoidable Annual Real Losses (UARL): 5.98 million gallons/day

12.17

* only the most applicable of these two indicators will be calculated

AWWA WLCC Water Audit Software: Reporting Worksheet

Infrastructure Leakage Index (ILI) [Real Losses/UARL]:

2004

under-registered

$/1000 gallons (US)

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Back to Instructions

Please enter data in the white cells below. Where possible, metered values should be used; if metered values are unavailable please estimate a value.

Indicate this by selecting a choice from the gray box to the left, where M = measured (or accurately known value) and E = estimated.

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(pipe length between curbstop

and customer meter or property

Copyright © 2006, American Water Works Association. All Rights Reserved.

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The Water Balance

SYSTEM INPUT

VOLUME

Authorized Consumption

Billed Authorized

Consumption

Billed Metered Authorized Consumption

Billed Unmetered Authorized Consumption

Unbilled Authorized

Consumption

Unbilled Metered Authorized Consumption

Unbilled Unmetered Authorized Consumption

Water Losses

Apparent Losses

Consumption Metering Errors

Unauthorized Consumption

Systematic Data Handling Errors

Real Losses

Leakage/Overflow at Reservoirs

Leakage from Trunk Mains

Leakage from Distribution Mains

Leakage from Service Connections

REVENUE WATER

NON- REVENUE

WATER

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Water Balance Validation

SYSTEM INPUT

VOLUME

Authorized Consumption

Billed Authorized

Consumption

Billed Metered Authorized Consumption

Billed Unmetered Authorized Consumption

Unbilled Authorized

Consumption

Unbilled Metered Authorized Consumption

Unbilled Unmetered Authorized Consumption

Water Losses

Apparent Losses

Consumption Metering Errors

Unauthorized Consumption

Systematic Data Handling Errors

Real Losses

Leakage/Overflow at Reservoirs

Leakage from Trunk Mains

Leakage from Distribution Mains

Leakage from Service Connections

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System Input Volume

ACCURACY OF METERS IS CRITICAL!

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System Input Validation

Volumetric Meter Test

Comparative Meter Test

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Challenge Data Transfer Accuracy

(( 4-20mA signal) - 4) Maximum Calibration Flow Rate (MGD) = [

16 ] *

Flow-range (MGD)

Reservoir A raw water flowmeter data chain analysis

Comparison of converted 4-20 mA signal and SCADA reading

10

10.5

11

11.5

12

12.5

13

13.5

14

14:4

0:06

14:5

7:23

15:1

4:39

15:3

1:56

15:4

9:13

16:0

6:30

16:2

3:47

16:4

1:03

16:5

8:20

17:1

5:37

17:3

2:54

17:5

0:11

18:0

7:27

18:2

4:44

18:4

2:01

18:5

9:18

19:1

6:35

19:3

3:51

19:5

1:08

20:0

8:25

20:2

5:42

20:4

2:59

21:0

0:15

21:1

7:32

21:3

4:49

21:5

2:06

22:0

9:23

22:2

6:39

22:4

3:56

23:0

1:13

23:1

8:30

23:3

5:47

23:5

3:03

0:10

:20

0:27

:37

0:44

:54

1:02

:11

1:19

:27

1:36

:44

1:54

:01

2:11

:18

Time

MG

D

raw 4-20 mA signal from meter converted to MGD

SCADA value MGD

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Billing Data Validation

SYSTEM INPUT

VOLUME

Authorized Consumption

Billed Authorized

Consumption

Billed Metered Authorized Consumption

Billed Unmetered Authorized Consumption

Unbilled Authorized

Consumption

Unbilled Metered Authorized Consumption

Unbilled Unmetered Authorized Consumption

Water Losses

Apparent Losses

Consumption Metering Errors

Unauthorized Consumption

Systematic Data Handling Errors

Real Losses

Leakage/Overflow at Reservoirs

Leakage from Trunk Mains

Leakage from Distribution Mains

Leakage from Service Connections

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Billing Data Validation

✤ Checks on Accuracy

Remove Financial Adjustments

Consider Exclusion of Accounts (Recycled? System?)

Consider lag between read date and start and end of audit period

Consumption volumes by meter size and model

Consumption volumes by meter size and revenue class

✤ Export Raw Billing Data

→ Customer identification fields

→ Meter identification fields

→ Service type identification fields

→ Meter read and consumption fields – units

→ Trouble codes or flags

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Billing Data Validation

SYSTEM INPUT

VOLUME

Authorized Consumption

Billed Authorized

Consumption

Billed Metered Authorized Consumption

Billed Unmetered Authorized Consumption

Unbilled Authorized

Consumption

Unbilled Metered Authorized Consumption

Unbilled Unmetered Authorized Consumption

Water Losses

Apparent Losses

Consumption Metering Errors

Unauthorized Consumption

Systematic Data Handling Errors

Real Losses

Leakage/Overflow at Reservoirs

Leakage from Trunk Mains

Leakage from Distribution Mains

Leakage from Service Connections

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Apparent Loss Validation

Meter Size

Meter Population

Test Sample

Size

Volume-Weighted Average Accuracy

95% Confidence

Limit of Accuracy

5/8” 13,548 66 92.0% 4.0%

3/4” 1,392 10 100.0% 0.4%

1” 2,145 20 96.9% 4.2%

1-1/2” 311 5 94.0% 3.8%

2” 391 13 97.6% 1.7%

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Apparent Loss Validation

MetersizeTotalvolumesuppliedthroughmetersduringauditperiod(MG)

Averageaccuracybasedonmetertestresults

ApparentLossesduringauditperiod(MG)

5/8” 691.532 92.0% 59.725

3/4” 94.104 100.0% -

1” 314.740 96.9% 10.136

1-1/2” 133.960 94.0% 8.535

2” 295.894 97.6% 7.214

Total 1,530.230 85.610

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Water Balance Complete

SYSTEM INPUT

VOLUME

Authorized Consumption

Billed Authorized

Consumption

Billed Metered Authorized Consumption

Billed Unmetered Authorized Consumption

Unbilled Authorized

Consumption

Unbilled Metered Authorized Consumption

Unbilled Unmetered Authorized Consumption

Water Losses

Apparent Losses

Consumption Metering Errors

Unauthorized Consumption

Systematic Data Handling Errors

Real Losses

Leakage/Overflow at Reservoirs

Leakage from Trunk Mains

Leakage from Distribution Mains

Leakage from Service Connections

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Performance Indicators

✤ AWWA Recommended Performance Indicators

✤ Real Losses/service conn/day

✤ Apparent Losses/service conn/day

✤ Infrastructure Leakage Index (ILI)

ILI = CARL/UARL

Unavoidable

Annual Real

Losses

Current Annual Real Losses

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MGD % MGD %

System Input 100 100% System Input 100 100%

Sales 70 70% Sales 70 70%

Non-Revenue

Water

30 30% Non-Revenue

Water

30 30%

Performance Indicators

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50

MGD % MGD %

System Input 100 100% System Input 150 100%

Sales 70 70% Sales 120 80%

Non-Revenue

Water

30 30% Non-Revenue

Water

30 20%

Performance Indicators

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Performance Indicators

Utility % Real Losses ILI ELL

A 23% 6 Close to ELL

B 23% 8 Close to ELL

C 36% 2 Close to ELL

D 4% 1.6 Close to ELL

E 22% 2.7 Above ELL

F 5% 1.7 Above ELL

G 7% 3.2 Above ELL

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WRF Project Review: #4372a

Effective Organization & Component Analysis of Utility Leakage Data

• Eastern Municipal Water District

• Metro Water Services, Nashville TN

• Halifax Regional Water Commission

• City of Folsom Utilities Dept

• San Antonio Water System

• Lake Arrowhead Community Services District

• S. Central CT Regional Water Authority

• City of Phoenix Water Services Dept

• Austin Water Utility

• Water & Wastewater Authority of Wilson County

• Provide utilities software model for component analysis of real losses

• Provide informative context for performance indicator results

• Develop the software model to optimize use (prioritizing accessibility and adoption)

PARTICIPATING UTILITIES:

PROJECT GOALS:

• Funded by the WRF and EPA

• Model Release & Report Publishing in June 2014

• Webinar on June 19 2014

PROJECT BASICS:

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Downloading the 4372 Materials

www.waterrf.org, then search for 4372 or real losses

7

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The AWWA Water Balance

SYSTEM INPUT

VOLUME

Authorized Consumption

Billed Authorized

Consumption

Billed Metered Authorized Consumption

Billed Unmetered Authorized Consumption

Unbilled Authorized

Consumption

Unbilled Metered Authorized Consumption

Unbilled Unmetered Authorized Consumption

Water Losses

Apparent Losses

Consumption Metering Errors

Unauthorized Consumption

Systematic Data Handling Errors

Real Losses

Leakage/Overflow at Reservoirs

Leakage from Trunk Mains

Leakage from Distribution Mains

Leakage from Service Connections

REVENUE WATER

NON-REVENUE

WATER

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Water Loss Control Program Next Steps

With A Completed AWWA Water Balance:

Remaining Assessments:

✓Volume of Apparent Losses

✓Volume of Real Losses

✓Performance Indicators

✓Data Validity Score

➡ Understanding of Real Loss Breakdown

(where are these losses occurring?

what types of leakage?)

➡ Evaluation of Cost-Effective Real Loss

Intervention Strategies

➡ Cost-Effective Non-Revenue Water

Reduction Strategies

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Component Analysis of Real Losses

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Key Points For Model Development

• Adoption of AWWA Free Water Audit Software & Importance of Data

Validation

• Contextualized Performance Indicators

• Break Frequency Research

• Tools for developing water loss control strategies

➡ Location & Response Time Improvement

➡ Pressure Management

➡ Proactive Leak Detection

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Adoption of Software Methodology & Data Validation

✤ Review of statewide regulations and policies regarding water loss and the AWWA Free Water Audit software

✤ California Urban Water Conservation Council (CUWCC)

✤ BMP 1.2: annual water audit submissions

✤ Examined FY09-10 data

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Contextualized Performance Indicators

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Break Frequency Research

• Focus on Predictive Models

• Terminology • Data Collection

Completeness

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Break Frequency Research

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Participating Utility Insight

✤ Integrity and completeness of failure data

✤ Readiness of average utility

✤ Presentation of software as a TOOL not a REPORT!

✤ Estimation/assumption comfort

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Real Losses Calculation for Reported & Un-Reported Leakage

Annual Real Loss Volume from Reported Leaks = # of leaks by size * average run time * average flow rate (at average system pressure)

Failure Repair Records Awareness Time Estimation + Failure Repair Records for Location & Repair Time

Estimated based on pipe size using BABE methodology

Leakage Occurrence

Pipe Diameter

# of Events

Flow Rate (gpm)

Average Run Time (hrs)

Annual Leakage

(MG)

Mains Breaks 8” 6 46 8.25 3.3

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Component Analysis of Real Losses

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Leakage Management Strategies

Potentially Recoverable Real Losses

Unavoidable

Annual Real Losses

Economic Level of Real Losses

Pipeline and Asset Management: Selection,

Installation, Maintenance, Renewal, Replacement

Active Leakage Control

Pressure Management

Speed and Quality of Repairs

Current Annual Real Losses

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Proactive Leak Detection Model

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Pressure Management in the Model

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Response Time Improvement

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Summarized Component Analysis WaterRF 4372: Effective Organization and Component Analysis of Water Utility Leakage Data

WaterRF 4372 COMPONENT ANALYSIS MODEL SUMMARY

10.3%

3.0%

$4,376,956

$1,429,630

13.7 gal/service conn/day

56.0 gal/service conn/day

N/A gal/mi/day

0.7 gal/service conn/day/psi

1,453.52 MG/Yr

4,332.21 MG/Yr

3.0

System Component Background LeakageReported

Failures

Unreported

FailuresTotal

(MG) (MG) (MG) (MG)

Reservoirs 22.08 - - 22.08

Mains and Appurtenances 372.61 217.12 173.49 763.22

Service Connections 844.15 39.55 17.46 901.15

Total Annual Real Loss 1,238.83 256.66 190.95 1,686.44

4,332.21

2,645.77

AWARNESS, LOCATION AND REPAIR TIME REDUCTION RESULTS

Reported

Failures

Unreported

Failures

182.3 32.9 (MG)

23,458$ 10,837$ Per Year

ECONOMIC INTERVENTION FREQUENCY FOR PROACTIVE LEAK DETECTION RESULTS

31 %

283,187 $/year

1,787.63 MG/year

5.0 PSI

6%

203.1 MG/Yr

67,026 $/Year

100,000 $

1.5 Years

©2013 Water Research Foundation. ALL RIGHTS RESERVED.

Current Annual Real Losses (CARL):

Real Losses as Calculated by Water Audit

Hidden Losses/Unreported Leakage Currently Running Undetected

Total Potential Cost Savings if Location and Repair Duration is

Reduced as Simulated on the A-L-R Times Options Sheet

7/11/2013

Infrastructure Leakage Index (ILI) [CARL/UARL]:

REAL LOSS COMPONENT ANALYSIS RESULTS

Total Potential Savings if Location and Repair Duration is Reduced

as Simulated on the A-L-R Times Options Sheet

Percentage of the System to be Surveyed per Year

Average Annual Budget for Intervention (Proactive Leak Detection)

User-Estimated Cost of Pressure Reduction

Resulting Pressure Management Program Payback Period

Assumed % Reduction in Average System Pressure

Estimated Real Loss Reduction from Pressure Management Program

Financial Savings from Pressure Management Program

ALTERNATIVE PRESSURE MANAGEMENT SCENARIO RESULTS

Potentially Recoverable Leakage

User-Inputted Reduction in Average System Pressure

Real Losses per length of main per day:

Real Losses per service connection per day per 1787.62743734595 pressure:

Apparent Losses per service connection per day:

Unavoidable Annual Real Losses (UARL):

Water Audit: City of Austin, TX, USA, 2011

Real Losses per service connection per day* :

As the input data is filled into the model, this sheet will populate with the results and recommendations from the

Real Losses Component Analysis, A-L-R Times, Economic Intervention and Pressure Management tabs. The

performance indicators from the AWWA Free Water Audit Software have been added to show a brief review of the

performance the system being analyzed

Annual cost of Real Losses:

Operational Efficiency

WATER AUDIT PERFORMANCE INDICATORS

Financial

Non-revenue water as percent by volume of water supplied:

Non-revenue water as percent by cost of operating system:

Annual cost of Apparent Losses:

Page 46: Water Loss Control Workshop - PNWS-AWWA

Please be in touch!

Reinhard Sturm

Water Systems Optimization

e: [email protected]

Kate Gasner

Water Systems Optimization

e: [email protected]