Simple and Cost Effective Methods of Manhole Rehabilitation Sacha - - PowerPoint PPT Presentation

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Simple and Cost Effective Methods of Manhole Rehabilitation Sacha - - PowerPoint PPT Presentation

Simple and Cost Effective Methods of Manhole Rehabilitation Sacha Tetzlaff WWOA Annual Conference October 20, 2010 Presentation Overview Why worry about MH I/I and deterioration? Types of Problems Commonly Found Basic or Minor


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Sacha Tetzlaff WWOA Annual Conference October 20, 2010

Simple and Cost Effective Methods of Manhole Rehabilitation

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Presentation Overview

Ø Why worry about MH I/I and deterioration? Ø Types of Problems Commonly Found Ø Basic or Minor Problems

l Simple, cheap and easy fixes

Ø Complex or Major Problems

l Relatively simple to complex, but more

expensive fixes

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Budgetary and Capacity Concerns

Ø Cost to transport and treat Ø Need bigger more expensive pump stations and WWTPs Ø Power costs Ø More chemical use due to dilution Ø More equipment wear and tear Ø Silt, sediment, and grit issues Ø Erosion leads to manhole failures

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WWTP Process Concerns

Ø Hydraulic overloading and short-circuiting Ø High flows may require process changes

including having more treatment tanks in service

Ø Reduces water temperature Ø Sediment reduces tank capacity Ø Less effective BPR

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Sources and Causes of Manhole Leaks and Deterioration

Ø Cover and seal Ø Under frame/casting Ø Joints, cracks & holes Ø Pipe seals Ø Root penetrations Ø Hydrogen sulfide

corrosion

Ø Groundwater level Ø Traffic loading/impact Ø Freeze/thaw cycles

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Manhole Cover Inflow Estimations

Water Head Over Cover Bearing Surface Only - concealed pickholes; no gasket (gpm) Inflow (gpd) One 1.5-inch Open Pick Hole (gpm) Inflow (gpd) 1/16 inch 10 14,400 10 14,400

¼ inch

12 17,280 15 21,600

½ inch

14 20,160 19 27,360 1 inch 17 24,480 26 37,440 4 inch 23 33,120 40 57,600

20 manholes with 1.5 inch open pick hole and ¼ inch of water over them

*Data taken from 1976 Neenah Foundry Company’s “A Report on Inflow of Surface Water Through Manhole Covers”

= 432,000 gpd

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Infiltration Estimations

Type of Leak GPM GPD Slow Drip 0.015 20 Fast Drip 0.03 45 Steady Dribble 0.062 90 1/16 Inch Stream 0.28 400 1/8 Inch Stream 0.56 800 Drinking Fountain Stream 0.5 720 ½ Inch Garden Hose 5 7,200

*Compiled from collections of data by National Power Rodding, Inc. and Strand Associates, Inc.

50 manholes with 1/16 inch stream leaks= 20,000 gpd

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Important Factors to Consider

Ø General location and elevation of the area

surrounding manhole

l Low-lying area l Recessed manhole l Drainage pathways l Proximity to curb l Cracked pavement l Wetland, lake, waterway l Surrounding surface material l Nearby trees and roots

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Common Manhole Problems

Ø Many very simple problems

l Covers l Pick holes l Gaskets/sealing

Ø Deterioration

l Cracks/gaps l Mortar eroded l Beginnings of structural failure

Ø Commonly in upper portion of manholes Ø Relatively easy and inexpensive to fix Manhole location and elevation

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Covers and Gaskets

Ø Plug open pick holes or replace covers Ø Use gasketed covers (replace gaskets) Ø Provide for good sealing

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Are Your Covers Effectively Sealed?

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Common Manhole Problems (cont.)

Ø Many simple problems

l Location/elevation l Offsets l Deterioration in chimney l Few minor infiltration leaks

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Some Simple Solutions

Ø Chimney seals Ø Barrel joint seals Ø Concrete patching Ø Grouting Ø Rebuild upper portion of manhole Ø Raise to, or above, grade

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Chimney and Barrel Seals

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Concrete Patching and Plugging

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Grouting

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Rebuilding the Chimney

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Common Manhole Problems (cont.)

Ø More significant or complex problems

l Significant infiltration l Structural deterioration l Hydrogen sulfide corrosion

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Some More Involved Solutions

Ø Concrete patching Ø Manhole liners Ø Corrosion protection Ø Build a manhole within a manhole

Note: Multiple methods may need to be used to achieve goal successfully

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Manhole Lining

Cementitious manhole liner over brick substrate

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Epoxy Lining

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Cured In Place Liner

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Manhole Within A Manhole

Concrete FRP

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A spokeswoman for the public works department said the sinkhole was caused when a manhole gave way as rainwater gushed through Milwaukee’s drainage system. July 22, 2010 – Milwaukee It will take the city at least 6 weeks to fix the sink hole. Traffic will continue to be rerouted during that time, Barrett said.

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Summary

Ø Manholes can be significant I/I source Ø Many leaks and structural problems can

be relatively inexpensive to fix

Ø Lots of repair/rehabilitation methods

available

Ø Appropriate rehabilitation method and

material selection is crucial

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Conclusion

Ø Successfully reduce I/I Ø Prevent structural failures, backups and

  • verflows

Ø Save money and headaches Ø Increase system capacity Ø Improve WWTP process operations

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Questions?

Sacha Tetzlaff Strand Associates, Inc. www.strand.com