With increasing water demands for industrial use since about 1960, water problems in many industrial areas has been seriously discussed in Japan.
Of all the industrial water supplies in our country, the amount of groundwater used in 1964 reached to 43% of the total, excluding re-using one, followed by 23% from surface water and 10% from munisipal water. The following reasons are considered in general for this high percentage of the groundwater use.
1. Groundwater can be used by private enterprises without any troublesome adjustments on water rights.
2. As a facility of water supply, the well has an advantage that it can be constructed freely at any places convenient to consumers within a groundwater basin.
3. More stable supply can be expected throughout the year compared with surface water.
4. The cost of groundwater is the cheapest of all the water resources.
The primary purpose of this study is to point out some regional characteristics of ground-water use for industry in the Gakunan district, Shizuoka prefecture, situated in the south-western foot of Mt. Fuji (Fig. 1).
The main reasons why this district was chosen as the investigation area are as follows.
1. This district has been considered to be abundant in groundwater resources.
2. Water-orientd pulp and paper industries which occupy almost all of the present industrial water demand in this district (Fig. 2) have grown up depending chiefly on the abundant groundwater resources. Now the groundwater occupies as much as 80% of the total of the industrial water.
3. Because of the strictly established riparian water rights for irrigation and electric power, an insignificant amount of surface water has been used for industry (Fig. 3).
4. At the present stage, the amount of groundwater used for industry in this district is the greatest in our country.
In order to attain the object of this study, the author analyzed the characteristics of distribution of wells for industrial use and the process of groundwater development. He investigated depth, discharge and site for 433 wells whose discharge are over 500m
3/ day. Among these wells, constructed year was also investigated for representative 229 wells.
A distribution map of 433 wells, in which the depth of wells are indicated by different symbols, is shown in Figure 4. In this figure, ordinary wells are distinguished from exterior wells. The former is the one located within the operation site, and the latter is at the outside of the operation site.
Judging from this map showing the intensive groundwater use for industry, the follow ing points are cleared up.
1. The areas of heaviest density of wells correspond to the leading industrial centers, such as Yoshiwara, Fuji, and Takaoka, because each factory has wells within the operation site. 2. A few exterior wells, however, can be found along the Urui River, the Numa River and the Taki River apart from the industrial centers. 3. According to the depth of wells, the district is divided into two parts by the Wada River; relatively shallow wells are in the west and deeper ones in the east. But there exists no relationship between the discharge and the depth of well. (Fig. 5).
Based on the constructed year of 228 wells (Table 3), the author classified the stage of groundwater development into the following three; first stage: before 1949, second stage from 1950 to 1960 and third stage: after 1961. Main characteristics in each stage are summalized as follows.
First Stage Abundant groundwater resources existed in this district, and many springs and artesian wells were found in every places. Utilizing these abundant groundwater resources, a few paper mills were founded in this district after 1920. This is the beginning of industrialization of this district. In this stage there were no shortage of groundwater resources for these factories.
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