![]() | Water for Urban Areas (UNU, 2000, 243 p.) |
![]() | ![]() | 2. Water management in Metropolitan Tokyo |
![]() | ![]() | The present situation |
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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 |
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.