Primary Clarifier Rehabilitation

Post on 11-Nov-2021

8 views 1 download

transcript

11

22

Primary Clarifier RehabilitationCase Study

MWEA Annual Conference

TJ Bates – Donohue & Associates, Inc.June 25, 2019

33

Outline

What’s so Complicated?

Holland WRF Background

Clarifier Condition Assessment

Alternative Evaluation

Construction Update

Lessons Learned

My Advice

44

What’s so Complicated?

Primary

Effluent

Primary Clarifier

Sludge

RW

W

SCUM

55

What’s so Complicated?

Circular

66

What’s so Complicated?

Squircles

77

What’s so Complicated?

Rectangular

88

What’s so Complicated?

Covered

99

What’s so Complicated?

Not all Primary Clarifiers are created equal

Primary clarifier repair shouldn’t be a standard detail

1010

Holland WRF Background

Average day flow: 9 MGD

Design capacity: 12 MGD

Four covered primary clarifiers:

Two 7-ft deep, constructed in 1960

Two 14-ft deep, constructed in 1980

Odor control covers added in 1995

1111

Centralized influent distributed to all four clarifiers

Holland WRF Background

1

2

3

4

Splitter

1212

Weir modifications to better control distribution

Holland WRF Background

1

2

3

4

1313

Effluent conditions vary

Holland WRF Background

1

2

3

4

1414

Holland WRF Background

Covers and odor control to address complaints

Corrosive gassed trapped below cover

1515

Holland WRF Background

Bridge creates air dam, making uniform air flow difficult

Concrete and steel are exposed and unprotected

1616

Clarifier Condition Assessment

Significant corrosion to steel components above the water line

1717

Clarifier Condition Assessment

Corrosion on the steel walking surface

1818

Clarifier Condition Assessment

Conditions even worse than expected once portion of the cover was removed

1919

Clarifier Condition Assessment

Iron oxide buildup

Holes in steel members

2020

Clarifier Condition Assessment

Concrete deterioration

Most notable on outside face of the launder

2121

Clarifier Condition Assessment

Exposed aggregate

“Soft” areas

2222

Alternative Analysis

Design a repair that fits the existing conditions

Corrosion and concrete protection only where required

Corrosion and concrete deterioration require oxygen

Can existing conditions be made better

Remove corrosive gasses below cover

Improve odor control efficiency

2323

Corrosion Protection – Only Where Required

Clarifier Mechanism

SS components were corrosion potential is high

Coated components where corrosion potential is low

Alternative Analysis

PC Mechanism Prices Based on Varying Materials

Construction Material Total Cost Cost Increase

Coated Steel $ 456,000 --

Partial Coated Steel,

Partial 304 SS$ 527,000 71,500

304 SS $ 612,000 156,000

316 SS $ 736,000 280,000

Prices from Nov 2017

2424

Alternative Analysis

Corrosion Protection – Only Where Required

Concrete Repair

Epoxy coating

Applied only where necessary

2525

Alternative Analysis

Remove gasses from below the cover

2626

Alternative Evaluation

Odor Control Efficiency

Majority of odors are generated as the water falls over the weir

Capture odors at the source

Minimize volume the odor control system protects

2727

Alternative Evaluation

Image Source: NEFCO

Launder Covers

Cover launder, weir, and baffle

Can be connect to odor control

Limit algae growth

2828

Alternative Evaluation

Launder cover on final clarifier

2929

Alternative Evaluation

Individual access hatches

3030

Alternative Evaluation

Accessible for routine OM checks

3131

Alternative Evaluation

Alternative 1

Remove cover

Coated steel mechanism

Install launder covers with odor control

3232

Alternative Evaluation

Alternative 2

316SS above water line

Coated steel below waterline

Isolate steel bridge from corrosive environment

3333

Alternative 2 Bridge Design

3434

Alternative Evaluation

Bid Results

Elected to proceed with Alternate 2

Alternative Cost

Alternate 1:

Launder Covers

Coated mechanism

$2.24M

Alternate 2:

Exist Aluminum Cover

SS/Coated Mechanism

$2.04M

Prices from July 2018

3535

Construction Update

3636

Construction Update

3737

Construction Update

3838

Construction Update

3939

Construction Update

4040

Construction Update

4141

Construction Update

4242

Construction Update

4343

Construction Update

4444

Lessons Learned

Varying outlet conditions require a variable plan

Dedicated effluent box

4545

Lessons Learned

Junction structure effluent box

4646

Lessons Learned

Be selective with approving you’re coatings!

4747

Lessons Learned

4848

Lessons Learned

4949

Lessons Learned

5050

My Advice

Be aware of “simple” projects

When spending millions of $$

Tailor every solution to the problem

Bidding markets are complex

Alternatives can be helpful

51

Thank You!

52