Underground Corrosion-Control Program · Underground Corrosion-Control Program Danny J ... Cathodic...

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Implementing and Managing

a Large Water Utility’s

Underground Corrosion-Control Program

Danny J. Klopfer, P.E. Infrastructure Planning Mgr.

515-283-8754

E-mail: [email protected]

Jeff Schramuk NACE CP Specialist #7695

630-235-1559

www.cpsolutionsinc.net

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Corrosion Problems Facing Water Utilities

Water Infrastructure Asset Management

Definitions and Terminology

Pipe Materials and Anti-Corrosion Coatings/Barriers

DMWW Cathodic Protection Projects

CP Anode Retrofit Program for Existing Distribution Mains

CP Anodes at Water Main Breaks

CP for New Water Transmission Mains

CP for Small Diameter Distribution Mains

Cathodic Protection Operation & Maintenance

Topics to be Covered

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*Source: State of the Industry

Report 2011, Journal AWWA,

103:10, Oct-2011, pp. 42-54.

State of the Water Industry – Year 2011

“The ticking time bomb

related to failing

infrastructure – it is

just a matter of time

and will affect every

community in the U.S.”

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“A water utility’s asset management

plan is an optimization process that

attempts to meet the competing

objectives of cost minimization and

reliability maximization.”

*Source: Rubin, S.J., A Call for Reliability Standards, Journal AWWA, (Jan-2011)

Asset Management: A Real-World Definition

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Asset Management – The Core Framework

*Source: U.S. EPA. Asset Management: A Best Practices Guide. EPA 816-F-08-014, (Apr-2008)

Water Utility Asset

Management

5. What is the long-term funding

strategy?

1. What is the current state of your assets?

2. What level of sustainable service is

required?

3. Which assets are critical to

sustainability?

4. What are the minimum life cycle

costs?

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Asset Management – The Questions to Ask

*Source: U.S. EPA. Asset Management: A Best Practices Guide. EPA 816-F-08-014, (Apr-2008)

Water Utility Asset

Management

5. What is the long-term funding

strategy?

1. What is the current state of your assets?

2. What level of sustainable service is

required?

3. Which assets are critical to

sustainability?

4. What are the minimum life cycle

costs?

1. Know what is owned,

where is it located, and

assess its condition

2. Understand water

main performance and

regulatory standards

3. Determine critical

assets and evaluate

their risk of failure

4. Know costs of

continual asset repairs

versus replacement

5. Evaluate capital

expense funds versus

current rate structures

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Risk = (Consequences of Failure) x (Likelihood of Failure)

Assess the Risk of a Water Main Failure

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Anodic Area

(Metal Loss)

DC Current

Cathodic

Area

(Protected)

Anodes & Cathodes on a Buried Metallic Pipe

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Corrosion of Prestressing Wires on Concrete Cylinder Pipe

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Are Pipeline Coatings/Tape-Wrap Always Effective?

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Ductile Iron Water Pipe – Reduced Wall Thickness

3/8” thick (Pressure Class 150)

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Loose Polyethylene Wrapping

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Corrosion occurs where DC current

discharges from the metal to the electrolyte.

The objective is to allow your water main to

receive DC current (be cathodic) from an

expendable anode placed in the soil.

How Cathodic Protection Works

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Cathodic Protection System Types – Sacrificial Anodes

Sacrificial Anode: DC current

is obtained from more active

metal anodes connected

directly to the structure

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Sacrificial Anode

Coating Defect

Connection to Pipe

Grade

Sacrificial Anode Installation

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521 miles out of

1380 miles* has

already reached its

life expectancy

*includes approximately 380 miles of non-metallic pipe used for a rural water distribution system

Des Moines Water Works – An Overview

620 miles out of

1380 miles* will

reach its life

expectancy by 2020

DMWW Summary Stats

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Decade CIP DIP PVC PCCP WSP ACC Totals1800-1899 169,857 0 0 0 0 0 169,857

1900-1909 161,104 0 0 0 0 0 161,104

1910-1919 359,560 0 0 0 0 0 359,560

1920-1929 614,331 0 0 0 0 0 614,331

1930-1939 415,976 0 0 0 2,184 0 418,160

1940-1949 300,535 0 0 0 0 0 300,535

1950-1959 902,326 0 0 32,984 1,549 0 936,859

1960-1969 461,458 16,158 0 1,507 2,435 25,228 506,785

1970-1979 99,503 212,809 917,893 61,528 10 0 1,291,743

1980-1989 0 59,573 709,463 77,686 165 0 846,887

1990-1999 0 64,439 947,996 99,988 75 0 1,112,498

2000-2009 0 95,644 416,006 67,752 4,857 0 584,259

Total (ft.) 3484649 448622 2991358 341445 11275 25228 7302577

Total (mi.) 660.0 85.0 566.5 64.7 2.1 4.8 1383.1

Pipe Material Installed by the Des Moines Water Works by Decade (ft.)

DMWW – Water Main Pipe Installation History

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DMWW’s Long-Term Main Break Data (1994-2011)

After 2007 there are approx. 30 annual breaks per 100 miles pipe (excluding rural water system)

0

50

100

150

200

250

300

350

400

Nu

mb

er

of

Bre

ak

s

Year

Total Main Breaks - Trends

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DMWW’s More Recent Main Break Data (2004-2011)

0

50

100

150

200

250

300

350

400

Nu

mb

er

of

Bre

aks

Year

Total Main Breaks - Trends

Reduce Number of Broken Water Mains

Extend Service Life of Water Mains

Reduce Operating Costs of Water Mains

DMWW – Anode Retrofit Program Purpose

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The ARP Objective Site Selection Model Considers:

Number of pipe failures

Pipe material/age/diameter

Pipe condition

Ease of anode installation

Soil characteristics

Traffic disruption

Excavation/restoration costs

Implementing DMMW’s Anode Retrofit Program

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Typical Anode Retrofit Installation Method

Years 2004 – 2008 Connection Methods

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Years 2004 – 2005: Stud Welding

Years 2006 – 2008: Pin Brazing

Neither Work on Pit Cast Iron Pipe!

Exothermic Weld Connection and Hardware

Year 2008+: Exothermic Welding

Exothermic Welds Can Be Used On:

• Pit-Cast Iron Pipe

• Spin-Cast Iron Pipe

• Ductile Iron Pipe

Keyhole to Pipe & Wire Connection

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Installation in Paved Roadways – Asphalt or Concrete

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DMWW Main Break Comparison – ARP vs. No-ARP

0.0

20.0

40.0

60.0

80.0

100.0

120.0

140.0

Cu

mu

lati

ve S

um

Mai

n B

reak

s

Year

No-ARP(1985-ARPYear)

With ARP(ARP Year-2012)

Log. (No-ARP (1985-ARP Year))

Log. (WithARP (ARPYear-2012))

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DMWW Economics - Water Mains Installed w/ARP

0.0%

2.0%

4.0%

6.0%

8.0%

10.0%

12.0%

14.0%

$8.00

$9.00

$10.00

$11.00

$12.00

$13.00

$14.00

$15.00

AR

P C

ost

vs.

Ne

w P

ipe

(%

)

AR

P U

nit

Co

st (

$/f

t)

ARP Installation Year

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ARP installed on 82,370 feet of 6” to 16” water mains

Total ARP Installation Cost = $1,028,838

Main Break Cost (over 25 years) w/o ARP = $3,975,561

Cost of New Mains would have been >$10 Million

A 25-year service life extension is expected

An average reduction of 90% in water main breaks

DMWW Anode Retrofit Program: 2004-2011 Summary

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Over the estimated 25-Year Effective Service Life*

of the

Anode Retrofit Program…

Anode Retrofit Program vs. Pipe Replacement

$44,255 Annualized Savings

Anode Retrofit Program vs. Main Break Repairs

$99,752 Annualized Savings

*After the initial anode installation, CP anodes must be replaced 3 times over the replacement pipe life

DMWW Economic Analysis: 2004-2011 Summary

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What’s Your Biggest Cost to Repair a Main Break?

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Do I really want to

re-excavate this hole for

another water main break?

The Biggest Cost is for the Excavation & Restoration!

Install a sacrificial CP anode

while the water main repair

excavation is already open!

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Anode Installation and Connection Method

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Document all leak and main break repairs as

recommended by Water Research Foundation

(formerly AWWA Research Foundation)

Install a sacrificial anode every time the water

main is exposed for repairs or tapping

Utilize water main failure data as a portion of

your Asset Management System

*Source: Research Applications, Proven Utility Benefits, Paper #8, AwwaRF, August 1995.

AWWA WRF Recommendations for Water Utilities

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Average Cost of a Main Break

>$5,000*

Cost of CP Anode & Connection Device

Less than $200!

Cathodic Protection Is Proactively Inexpensive

*For comparison, the average cost for each main break in Des Moines, IA was $5,372 in 2011

Consider the cost of repairing a water main break

versus the cost of

installing a sacrificial anode during the pipe repair…

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DMWW – WTM Corrosion Control Criteria

The DMWW considers corrosion protection as

part of its design analysis for the following types

of pipe materials used for new water mains:

Prestressed Concrete Cylinder Pipe (AWWA

C304/C301)

Ductile Iron Pipe (AWWA C110)

Welded Steel Pipe (AWWA C200)

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The CP system will extend the life of the new

water transmission main by at least 25 years at

a cost that is much less than…

Pipe repairs or,

Main replacement or,

The potentially more significant (but incalculable) indirect

costs that could occur as a result of a service disruption

to a key facility that the water main serves.

Why Install CP on a Water Transmission Main?

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Sacrificial Anodes Installed in the Pipe Trench

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Post Mounted Test Station Terminal Board

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What is the additional

cost of installing

cathodic protection on

a new water

transmission main?

Economics of the CP Installation

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In general, the total initial cost to install a CP system

should be less than 3-5% of the total construction cost

of the water main.

When expressed over the 25-year life expectancy of

the CP system, the annual cost is ≤0.20%.

Economics of the CP Installation

The effectiveness of any CP system is highly dependent upon the quality of

any coating and or wrapping system applied to the external pipe surface.

Higher quality pipe coatings will reduce the cost of the cathodic protection.

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So What Have We Missed?

Anode Retrofit Program

Anodes at Main Breaks

CP for New Large Water

Transmission Mains

CP for Smaller Metallic

Water Distribution Mains!

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Why Bother to Collect Corrosion Control O&M Data?

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DC Potential

Measurement

DC Current

Measurement

Note: Calibration

Sticker on Meter

CP Performance Can Be Easily Verified

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Do You Have Any Questions?

Danny J. Klopfer, P.E. Infrastructure Planning Mgr.

515-283-8754

E-mail: [email protected]

Jeff Schramuk NACE CP Specialist #7695

630-235-1559

www.cpsolutionsinc.net

All material in this presentation is, unless otherwise stated, the property of CP Solutions, Inc (CPSI). Copyright and other intellectual property laws protect these

materials. Reproduction or retransmission of the materials, in whole or in part, in any manner, without the prior written consent of CPSI, is a violation of copyright law.

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Underground Corrosion-Control Program · Underground Corrosion-Control Program Danny J ... Cathodic...

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