Cover Image
close this bookWater for Urban Areas (UNU, 2000, 243 p.)
close this folder2. Water management in Metropolitan Tokyo
close this folderThe present situation
View the documentGeneral view
View the documentIndustrial water
View the documentUtilization of treated sewage
View the documentTowards a ''water conservation conscious city''
View the documentTokyo's water service compared with other cities in Japan and the world

General view

The waterworks of Tokyo have become a gigantic and complicated system supporting a modern megalopolis with a population of 12 million. In this section, present-day conditions will be outlined and comparisons made with other cities in Japan and with some of the major cities of the world.

The water resources of the present Tokyo waterworks are based on three major river systems, namely the Tone River system (80.2 per cent), the Tama River system (16.7 per cent), and the Sagami River (2.9 per cent), and underground water (the remaining 0.2 per cent). Classification of these, in relation to the purification plants, is shown in table 2.3. Most of the dams and purification plants relating to the Tone River system development were completed after the latter half of the 1960s, and these supply most of the water requirements of the citizens of Tokyo.

The dams in the Tama River system and Tone River system, used for supplying water, are listed in table 2.4. In addition to the Ogouchi Dam in the Tama River system, three reservoirs were constructed in the 1920s and 1930s; these store water taken from Intake Weir of the Tama River system for a short period of time, and send it to the Higashi-Murayama and Sakai purifying plants. In 1996, the main distribution pipes were 2, 009 km in length, and the small pipes were 19,887 km in length, giving a total length of 21,896 km (see table 2.5).

Table 2.3 Purification plants for Tokyo's water supply

Water resources

Purification plant

Capacity
(103m3/day)

Contribution (%)

Treatment method

Completion




Plant

System










Tone River system

Kanamachi

1,600.0

23.0

80.2

Rapid Sand Filtration

1926






Partial Advanced Water Treatment



Misato

1,100.0

15.8


Rapid Sand Filtration

1985


Asaka

1,700.0

24.4


Rapid Sand Filtration

1966


Misono

300.0

4.3,


Rapid Sand Filtration

1975









Higashi-Murayama

880.0

18.2


Rapid Sand Filtration Rapid Sand Filtration

1960



385.0





Tama River system








Ozaku

280.0

4.0

16.7

Rapid Sand Filtration

1969


Sakai

315.0

4.5


Slow Sand Filtration

1923


Kinuta-kami

114.5

1.7


Slow Sand Filtration

1928


Kinuta-shimo

70.0

1.0


Slow Sand Filtration

1922


Tamagawa"

(152.5)


Rapid Sand Filtration

1917





Slow Sand Filtration


Sagami River system

Nagasawa

200.0

2.9

2.9

Rapid Sand Filtration

1959

Underground water

Suginami

15.0

0.2

0.2

Chlorine feeding

1932

Total


6, 959.5

100.0

100.0



Source: Bureau of Waterworks (1994).
a. Production at the Tamagawa Purification Plant has been halted because of pollution of the Tama River.

Table 2.4 Dams in the Tama River and Tone River systems

Name

Effective capacity (lO3m3)

Catchment (km2)

Dam





Type

Height (m)

Length (m)

Completion

Murayama-kami Reservoir

2,983

1.3

Earth dam with impervious wall

24

318

1924

Murayama-shimo Reservoir

11,843

2.0

Earth dam with impervious wall

33

587

1927

Yamaguchi Reservoir

19,528

7.2

Earth dam with impervious wall

35

691

1934

Ogouchi Reservoir

185,400

262.9

Non-overflow straight concrete dam

149

353

1957

Fujiwara Dam

35,890

233.6

Gravity system

95

230

1957

Aimata Dam

20,000

110.8

Gravity system

67

80

1959

Sonohara Dam

14,140

439.9

Gravity system

77

128

1965

Yagisawa Dam

175,800

167.4

Arch system

131

352

1967

Shimokubo Dam

120,000

322.9

Gravity system

129

303

1968

Kusaki Dam

50,500

254.0

Gravity system

140

405

1976

Watarase Reservoir

26,400

-

Pit-type reservoir

-

-

1989

Naramata Dam

85,000

95.4

Rock-fill

158

520

1991

Source: Bureau of Waterworks (1994).

Table 2.5 Features of Tokyo's water service, 1984/5-1993/4


1984/5

1987/8

1990/1

1993/4

Population served (103)

10,919

11,019

10,973

10,928

Rate of service coverage (%)

99.7

99.9

100

100

Distribution pipe length (km)

19,280

20,164

20,884

21,484

Facility capacity (103m3/day)

6,079

6,629

6,629

6,959

Gross annual supply (106m3)

1,743

1,696

1,773

1,763

Maximum daily supply (103m3)

5,777

5,485

5,955

5,737

Average daily supply (l03m3)

4,775

4,634

4,858

4,830

Source: Bureau of Waterworks (1994).

One of the important tasks of today's purification plants is to produce water that is safe and tastes good, no matter how polluted the original supply. In particular, the Kanamachi Purification Plant, where the water comes from the Edo River, was no longer able to supply safe and palatable water with the use of the conventional rapid filtration system. A mouldy smell had been noticed in the water since around 1972, and filtering the water through powdered activated carbon had been tried without satisfactory results. Hence, an advanced water purification treatment system combining ozone, biochemical, and activated carbon treatments has been employed. This system is capable of treating 520,000 m3 (approximately one-third of the plant's total daily capacity of 1,600,000 m3). In order to cope with a similar problem that started in 1994 at the Misato Purification Plant, where the water is also taken from the Edo River, the same advanced water purification treatment system is under construction to exclude ammonia-based nitrogen gas, which is the cause of the smell of mould and bleach.

Since the pollution of river water has developed, advanced water purification technologies have been sought, and the cost of water purification has risen. Similar problems can be observed in Osaka's waterworks, where pollution is becoming serious in its water sources: Lake Biwa and the Yodo River.

In order to meet changes in the social environment appropriately and to respond promptly to diversified needs, new technology is developing. Currently, the most important areas are: the development of purification technology; improvement of the transmission and distribution system; improvement of the direct supply system; improvement of leakage prevention technology; and the effective utilization of resources and energy.