![]() | 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.
Industrial water started to be supplied in Tokyo at the time of high economic growth when the demand for industrial water was rapidly increasing. It started in the Kotoku District in 1964 and the Johoku District in 1971. The problem of land subsidence due to pumping an excessive amount of underground water had been serious in these eastern areas of Tokyo. In order to stop the pumping of underground water, industrial waterworks were constructed as a substitute. These measures, in place since 1975, have been seen as one of the main reasons for the cessation of subsidence in the eastern areas of Tokyo.
However, since demand for industrial water has been decreasing since 1974, owing to the relocation of factory sites, water conservation policies, etc., some of the water has been converted to use in incineration plants, for car washing, and for flushing toilets. Even so, the volume of industrial water use is still at excessive levels, and the accounts of the industrial water industry have continued to be in the red. Along with the problem of ageing facilities, a complete restructuring of the operation must be sought.
The increase in the volume of sewage is proportional to the increase in water demand. The rate of coverage of the sewerage system in Japan passed 50 per cent in 1995. Japan is still a developing country as far as sewage is concerned. However, if one considers just the Ward Areas in Tokyo, the rate is now 100 per cent.
Treated sewage is beginning to be utilized for a variety of purposes, including toilet flushing (but not for drinking water). Treated sewage has also been utilized to cope with the exhaustion, even in normal conditions, of the Tamagawa Canal and the Nobidome Canal, which were constructed in the Edo period. A daily volume of about 43, 000 m3 has been transferred from the sewage treatment plant in the upper basin of the Tama River into the Nobidome Canal, starting in 1985, and into the Tamagawa Canal, from 1986. Since 1984, a maximum daily volume of 8, 000 m3 of treated sewage from the Ochiai Sewage Treatment Plant has been supplied to the Shinjuku Subcentre Area, where the Yodobashi Purification Plant used to be located.
Furthermore, since 1995, treated sewage has been utilized to supply water, at a rate of 1 m3/sec, to the Shibuya River, the Meguro River, and the Nomi River, where the volume of flow in normal conditions has shown a marked decrease.
The biggest cause of the decrease in flow in these streams, at normal times, has been the spread of the sewerage system. The sewerage system in Tokyo is designed to cope with heavy rain of 50 mm/hour. Consequently, most rainwater is drained through the sewerage system, and drainage by small streams has become unnecessary, even at times of heavy rain. In other words, most of the surface flow has been transformed into underground flows.
It is ironic that the treated sewage from sewage treatment plants has been put back into these streams in order to maintain their environmental balance, when discharges have decreased markedly because of the spread of the sewerage system. In some cities in Europe, small streams have been revived by discontinuing the use of sewerage systems. Sewerage systems have been a symbol of civilization, but this is no longer the case. One's view of twenty-first-century civilization is now affected by the flow of treated sewage into streams that have lost much of their original water volume.
In 1973, the "oil shock" created economic confusion throughout the world. Japan, having been seriously affected, has since then employed energy conservation as a state policy.
In January 1973, in order to balance water demand and also to control it, the Tokyo Waterworks Bureau publicly announced its "Policy to Control Water Demand," which was a forerunner for cities across Japan. At that time, despite the increase in water demand in Tokyo, water resource developments were not progressing according to plan, owing to popular movements against dam construction. Future water supply shortages were therefore anticipated.
For 80 years, with the constant increase in public water demand, the bureau had been planning and executing water resources development projects. This new policy was a great turning point in Tokyo's water demand planning. Furthermore, in Japan the supply of drinking water is a financially independent business within each city. Considering the fact that controlling demand meant less revenue, this was a drastic change of policy in the Waterworks Bureau.
At about the same time, a "water conservation conscious society" was proposed by the water administration of the state government. Such a policy was becoming popular all over Japan under the influence of cities such as Tokyo where water consumption was high.
In 1987, learning a lesson from the water shortages of that year, a Round-table Committee for Creating a Water Conservation-Conscious Society was formed within the Waterworks Bureau. The committee's report states the need to make urban society aware of the need for water conservation through the reinforcement of conventional water conservation systems and the philosophy of water recycling. Since then, the Waterworks Bureau has been actively promoting public relations activities to develop awareness of water conservation among citizens in their daily lives. It has also been requesting manufacturers to develop fixtures such as faucets, toilets, and laundry machines that conserve water.
Concerning the promotion of efficiency in water use, since 1984 there have been individual building recycling, district recycling, and large area recycling. Treated sewage and industrial water have begun to be utilized as their water resources.
As part of its leakage preventive measures, the Bureau makes it a rule to carry out repair work on the day that a surface leak is found. Where the leak is underground, the potential leakage volume is assessed by the minimum flow measurement method, and leaks are located with electronic leak detectors, correlation-type leak detectors, etc. (all performed at night-time). As a result, the leakage rate was reduced to 16.1 per cent in 1977 and to below 10 per cent in 1995 (as shown in table 2.2 above). The target is to bring the rate down to 7 per cent by the beginning of the twenty-first century. To prevent leaks, ductile metal and stainless steel are being used for water distribution pipes.
Tokyo, the capital of Japan, is the biggest city in Japan. It covers an area of 2, 183 km2, which is 0.6 per cent of the total national land area. Its population of a little short of 12 million is 9.5 per cent of the total national population. Its population density of 5,500 persons/km2 is about 17 times the national average.
Table 2.6 Features of the water service in Japan's main cities, 1994
City |
Population served (103) |
Average daily supply per person (litres) |
Maximum daily supply per person (litres) |
Water supply facility capacity (l03m3/day) |
Household rates (yen/10m3) |
Length of distribution pipes (km) |
Sapporo |
1,706 |
314 |
381 |
785 |
1,194 |
4,826 |
Sendai |
922 |
382 |
460 |
463 |
1,266 |
2,824 |
Kawasaki |
1,193 |
437 |
509 |
1,026 |
587 |
2,135 |
Yokohama |
3,310 |
399 |
486 |
1,780 |
587 |
8,406 |
Nagoya |
2,146 |
386 |
478 |
1,424 |
570 |
4,990 |
Kyoto |
1,426 |
485 |
619 |
980 |
700 |
3,598 |
Osaka |
2,603 |
580 |
729 |
2,430 |
772 |
4,993 |
Kobe |
1,504 |
415 |
503 |
833 |
762 |
4,172 |
Hiroshima |
1,091 |
382 |
490 |
644 |
576 |
3,627 |
Kita-Kyushu |
1,018 |
360 |
441 |
710 |
751 |
3,544 |
Fukuoka |
1,214 |
296 |
386 |
705 |
927 |
3,372 |
Tokyo |
10,928 |
430 |
513 |
6,960 |
791 |
21,484 |
Source: Bureau of Waterworks (1994).
Table 2.7 Features of the water service in various cities of the world
City |
Population served (103) |
Length of distribution pipes (km) |
Length of distribution pipes per 103 people served (km) |
Maximum daily supply per person (litres) |
Bangkok |
4,800 |
8,086 |
1.7 |
479 |
Singapore |
2,558 |
3,905 |
1.5 |
250 |
Cape Town |
2,200 |
3,094 |
1.4 |
426 |
Rome |
2,830 |
4,810 |
1.7 |
636 |
Vienna |
1,470 |
2,950 |
2.0 |
393 |
Geneva |
304 |
911 |
3.0 |
829 |
Rotterdam |
1,100 |
2,700 |
2.5 |
- |
Detroit |
3,469 |
5,517 |
1.6 |
1,764 |
Tokvo |
10.928 |
21,484 |
2.0 |
513 |
Source: Bureau of Waterworks (1994).
Its water service population, waterworks capacity, and volume of water distributed are compared with other major Japanese cities in table 2.6. The maximum daily consumption of water per person in some of the major cities of the world is compared in table 2.7. Compared with Tokyo, the water supply volume of Detroit in the United States is very large, whereas in other cities consumption is lower. This reflects differences in attitudes and habits toward the use of water in each city. Nevertheless, in the face of severe environmental problems, every city should make efforts to save water.