sewerage maintenance

30
Basics of the Sewer Maintenance Mr. Toshio Kitou Ms. Megumi Sakino Sewer Maintenance Section, Facilities Management and Maintenance Division Bureau of Sewerage

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Page 1: Sewerage Maintenance

Basics of the Sewer

Maintenance

Mr. Toshio Kitou

Ms. Megumi Sakino

Sewer Maintenance Section,

Facilities Management and Maintenance Division

Bureau of Sewerage

Page 2: Sewerage Maintenance

Kanda

Sewer

Year 1884

Page 3: Sewerage Maintenance

Areas of improved sewer systems by the year of improvement

Sewers improved by 1945 for the most part (first reconstruction area)

Sewers improved by 1970 for the most part

Sewers improved by 1983 for the most part

Sewers improved by 1994

Page 4: Sewerage Maintenance

13% 1%8%

27%24%

27%

FY1945 former

FY1946 to FY1955

FY1956 to FY1965

FY1966 to FY1975

FY1976 to FY1985

FY1986 to the current

Comparison of the total pipe length by the year

Currently, the total length of

pipes that are constructed

more than 50 years ago is

1,500 km, which accounts for

about 10% of the whole length.

Page 5: Sewerage Maintenance

0

2,000

4,000

6,000

8,000

10,000

12,000

14,000

16,000

18,000

0

100

200

300

400

500

600

Bef

ore

193

9

1944

1949

1954

1959

1964

1969

1974

1979

1984

1989

1994

1999

2004

2009

2014

2019

2024

2029

2034

2039

2044

2049

Sum

tota

l le

ngth

of

pipe

s

(lin

e gr

aph:

km)

Tota

l pip

e le

ngth

in

a si

ngl

e fisc

al y

ear

(bar

gra

ph : k

m)

Fiscal Year

Total pipe length in a single year Total aged pipe length in a single year

Sum total length of constructed pipes Sum total length of aged pipes

Total maintained pipe length by the year and increase in aged pipes in the future

Page 6: Sewerage Maintenance

Flow chart for pipe maintenancePipe maintenance

Ledger maintenance Daily maintenance

Inspection, checking, report

Inside pipe examination

Emergency measures Systematic measures (preventive maintenance)

Pipe cleaning

Repairing (mending)

Troubleshooting

Systematic pipe cleaning

Systematic repair (mending)

Systematic improvement

(rebuilding)

Reconstruction

Page 7: Sewerage Maintenance

Inspection of pipe system

Page 8: Sewerage Maintenance

Joint inspection at the construction site

with other companies

Page 9: Sewerage Maintenance

Inside pipe cleaning

Large diameter pipe conducted by human

power

Small diameter pipe conducted by a

water-jetting sewer

cleaner

Inverted siphon pipe conducted by TM

submerged scratcher

Page 10: Sewerage Maintenance

Cleaning of large diameter pipe (human power)

Page 11: Sewerage Maintenance

Cleaning of small diameter pipe (water-jetting sewer cleaner)

Page 12: Sewerage Maintenance

Water-jetting sewer cleaner

Page 13: Sewerage Maintenance

Cleaning of inverted siphon pipe

Bucket

Page 14: Sewerage Maintenance

Total length of cleaned pipes and the total length of maintained pipes

0

200

400

600

800

1,000

1,200

0

2,000

4,000

6,000

8,000

10,000

12,000

14,000

16,000

18,000

Total length of pipes maintained Total length of pipes cleaned(Km) (Km)

Page 15: Sewerage Maintenance

Inside pipe inspection

Visual check

TV camera Check

For main pipes

For lateral pipes

Page 16: Sewerage Maintenance

Total length of pipes inspected inside

0

2,000

4,000

6,000

8,000

10,000

12,000

0

200

400

600

800

1,000

1,200

1982

1984

1986

1988

1990

1992

1994

1996

1998

2000

2002

2004

2006

2008

Total length of pipes inspected inside Sum total (Km)(Km)

Page 17: Sewerage Maintenance

Inside pipe inspection (visual check)

Page 18: Sewerage Maintenance

Inside pipe inspection (TV camera check)

Page 19: Sewerage Maintenance

TV調査

When a pipe becomes old,

it shows damages.

In order to keep the sewer

in a good condition,

workers are checking

inside of the pipe.

Inside of a

pipe is

diagnosed by

inserting a

camera like

this one into

the pipe from a

manhole.

Page 20: Sewerage Maintenance

Inside pipe inspection (TV camera, main

pipe)

A TV camera lowering

into the pipe from a manhole

A TV camera showing |inside

of a pipe.

A TV camera is operated

from the ground.

Page 21: Sewerage Maintenance

The pipe

has a

crack.

The pipe is

broken

and

damaged.

カメラでの撮影結果1

Page 22: Sewerage Maintenance

カメラでの撮影結果2The joint of

the pipes is

out of

alignment.

The pipe is

eroded and

the steel

inside the

pipe is

exposed.

Page 23: Sewerage Maintenance

カメラでの撮影結果3

The pipe is

clogged

with

mortar.

Page 24: Sewerage Maintenance

The number of roads sagged and the cost for rework

0

500

1,000

1,500

2,000

2,500

3,000

0

100,000

200,000

300,000

400,000

500,000

600,000

700,000

800,000

1983

1986

1989

1992

1995

1998

2001

2004

2007

General rework cost Maintenance cost The number of roads sagged(Number of work cases)(10,000 yen)

Page 25: Sewerage Maintenance

What is the pipe diagnosis system?

1. It manages data that provide information about

results of inside pipe inspections, sagging

roads, and records of floods, which is

necessary to the maintenance of sewer

facilities.

2. It determines a type of construction to repair

damaged pipes and decides which

construction work should have priority.

☆The system contributes to the preventive maintenance.

Page 26: Sewerage Maintenance

Information on sagging roads

Information on inside pipe inspection Information on

construction work

Information

on flood

Information on

sewer system

Report on pipes that need

improvement/repair

Database file (CD-ROM)

Information users

Pipe diagnosis systemSewerage

Mapping and Information

System (SEMIS)

The pipe

diagnosis

system keeps

various kinds

of information.

Chart for parts requiring

improvement/repair

Pipe diagnosis system in perspective

Page 27: Sewerage Maintenance

Each sewer pipe

is inspected and

damage

information is

computerized for

database entry.

Display screen of inside pipe damages

Page 28: Sewerage Maintenance

要対策の判定Type of damage Rank A some damages Rank A extensive damages

Obsolescence

Deterioration

Indication

Damage

Breakage

Measures for improvement and repair are necessary.

Crack

Misaligned joint

Erosion

Water leakage

Sagging, meandering

Measures for repair are necessary.

Mortar adhesion

Extrusion of lateral pipe

Lard adhesion, root intrusion

Other

Assessment of the necessity of measures

Improvement cost

Repair cost

Y years50 years

Y+50 years

Construction cost

Gradient line of cost in the

year pipe was improved

Gradient line of cost

in the year pipe was

repaired

Comparison of costs for improvement and repair

for a pipe that will need such work Y years after its construction

Assessment of the necessity of measures

Page 29: Sewerage Maintenance

Priority of reconstruction work is determined and a color-coded work chart is created.

Color-coded chart of pipes requiring

improvement/repair work

Example

First priority for

improvement work

Second priority for

improvement work

Third priority for

improvement work

Repair is necessary

No measures are

required.

Based on information

about obsolescence

and damage of pipes,

priority of

reconstruction work

is determined.

Page 30: Sewerage Maintenance

SPR

Preparation for work

New pipe

A new pipe is being constructed

inside of the existing pipe

Existing pipe is

internally

coated in order

to construct a

new pipe