Milestone-Proposal:Keage Power Station: The Japan’s First Commercial Hydroelectric Plant, 1890-1897. and Milestones:Kurobe River No. 4 Hydropower Plant, 1956-63: Difference between pages

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{{Proposal
== Kurobe River No. 4 Hydropower Plant, 1956-63  ==
|docketid=2014-14
|more than 25 years=Yes
|within fields of interest=Yes
|benefit to humanity=Yes
|regional importance=Yes
|ou is paying=Yes
|ou is arranging dedication=Yes
|section is taking responsibility for plaque=Yes
|a11=Yes
|a3=1890-1897: The year 1890 is when the phase 1 construction of the Keage Power Station was started, and the year 1897 is when it was completed.
|a1=Keage Power Station: The Japan’s First Commercial Hydroelectric Plant, 1890-1897.
|plaque citation=The Keage Power Station achieved Japan’s first commercial hydroelectric generation with water intake from the Lake Biwa Canal. Construction of the station started in 1890, and was completed in 1897 with a total capacity of 1,760kW, pioneering the start-up of power generation. A second cannel revitalized the station in 1936 with a capacity of 5,700kW, contributing to Japan’s technological modernization.
|a2b=Kansai Section
|IEEE units paying={{IEEE Organizational Unit Paying
|Unit=Kansai Section
}}
|IEEE units arranging={{IEEE Organizational Unit Arranging
|Unit=Kansai Section
}}
|IEEE sections monitoring={{IEEE Section Monitoring
|Section=Kansai Section
}}
|Milestone proposers={{Milestone proposer
|Proposer name=Isao Shirakawa
|Proposer email=sirakawa@ai.u-hyogo.ac.jp
}}
|a2a=Keage Power Station
Address: AwataguchiTorii-cho 2, Sakyo-ku, Kyoto, 606-8436 Japan
GPS coordinates: N 35.010200, E 135.788472
|a7=Keage Power Station.
It is Historic Site.
|a8=The original building is extant, and presently belongs to Kansai Electric Power Co., Inc
|mounting details=The plaque will be displayed in the grand floor entrance of the Keage Power Station.
|a9=The plaque will be fixed on the wall of the main entrance of the Keage Power Station, which can be accessible to the public with permission.
|a10=Kansai Electric Power Co., Inc.
|permission letter=Letter.pdf
|support letter=Letter SC.pdf
|a4=The major historical significance concerning the Keage Power Station is described in detail below.


1. Historical Background of the Birth of the Keage Power Station 
<p>Kansai Electric Power Co., Inc., completed the innovative Kurobe River No. 4 Hydropower Plant, including the subterranean power station and Kurobe Dam, in 1963. The 275kV long-distance transmission system delivered the generated electric power to the Kansai region and solved serious power shortages, contributing to industrial development and enhancing living standards for the population.</p>
Following the relocation of Japan’s capital to Tokyo in 1869, Kyoto City, which had served as the capital of Japan for more than a millennium, suffered a drastic decline with its population dropping from 350,000 to 250,000. The local government of Kyoto, led by Governor Kunimichi Kitagaki, launched the ‘Lake Biwa Canal Project’ in 1881, which envisioned channeling water from Japan’s largest lake, Lake Biwa, to Kyoto, with the aim of restoring Kyoto’s prosperity [1,2].  


The original objective of this project was to use the water of Lake Biwa for waterway transportation, water turbines, drinking, irrigation, and fire-fighting, but midway through the construction work, it was also decided to use the water for hydroelectric power generation, based on the investigation of the hydroelectric plant just started in Aspen, Colorado, USA. This visionary decision to revise the project to include power generation, gave birth to the Keage Power Station, Japan’s first commercial hydroelectric plant [1,2,3], as described below.
<p>In May 1951, almost six years after the end of the World War II, the Kansai Electric Power Co., Inc. was established by the Electricity Utility Industry Law, as one of the nine monopolistic electric power companies of Japan, with a capital of 1,690 million yen (cf. 1,460 million yen of the Tokyo Electric) and a total power capacity of 2,284 MW, with 1,130 MW by 130 hydropower plants and 1,154 MW by 16 thermal power plants (cf. 1,786MW=1,441MW+345MW of the Tokyo Electric), each the greatest of all power companies. As for 130 hydropower plants, the numbers of pondage-type and reservoir-type plants were 32 and 1, respectively, and hence its hydroelectric generating capacity was heavily vulnerable to drought.<ref name="refnum1">S.Mori, private communication.</ref> On the other hand, as for 16 thermal power plants, all of them were built mainly to supplement the shortage of hydroelectric capability in the drought season of winter, and moreover they could not output any more than 70% of the installed capacity due to cumulative mechanical degradation during the postwar confusion as well as lack of coal caused by the Korean War in 1950-1953. In August 1951, just after the establishment, the Kansai Electric suffered from exceptional drought, and the power shortage became suddenly worse in the service area of the Kansai Region to such a serious extent that the worst case in Japan occurred there in September 1951 through March 1952, in which two and three days’ power cut per week had to be imposed on industrial/commercial and residential customers, respectively.<ref name="refnum2">The Kansai Electric Power Co., Inc. (ed.): 50 Years’ Corporate History of Kansai Electric Power Co., Inc., 2002 (in Japanese).</ref> Furthermore, to satisfy the power demand that was growing rapidly with the vigorous progress of postwar reconstruction, the Kansai Electric had to make every effort to construct new hydropower plants as well as to reinforce the generating capability of thermal power plants. To overcome such terrible power shortage, the Kansai Electric started large-scale geographical surveys for constructing the Kurobe River No.4 Hydropower Plant, henceforth referred to as the Kuroyon, a well known Japanese alias. The upper basin of the Kurobe River (see Fig. 1) originating in the Northern Japan Alps of 3,000m order altitude has an annual precipitation of 3,800mm, an average river slope of 1/40, and an average snowfall of 5m, and therefore it had long been regarded as an ideal site for hydropower generation. Eventually, Mr. Shiro Ohtagaki, the President of the Kansai Electric, announced in autumn 1955 a big project of constructing the 250 MW class Kuroyon that would harness a huge reservoir created by a dome-shaped arch dam, called the Kurobe Dam, at an elevation of 1,448m in the midst of rugged Kurobe Gorge in the Chubu-Sangaku National Park.</p>


2.  History of the Construction of the Keage Power Station
<p>Subsequently, the postwar Japan’s largest-class project of constructing the Kuroyon and the Kurobe Dam began in July 1956. The long-awaited concrete placing began in September 1959, and partial reservoir filling started in October 1960. Immediately after that, the Kuroyon began partial power generation of 154MW output in January 1961, using two [[Pelton Wheel|Pelton turbines]], each with the world’s largest output among those of the same type, and then increased output to 234MW in August 1962, using additionally a third Pelton turbine. The combined project of the Kuroyon and the Kurobe Dam was completed in June 1963, after a total investment of 51.3 billion yen (142.5 million 1963 US dollars) and a labor output of 10 million man-days. The Kuroyon’s generating capacity was finally expanded to 335MW in June 1973 with the addition of a fourth Pelton turbine at a cost of 1.4 billion yen (5 million US dollars).</p>
Sakuro Tanabe, a student at Kobu-Daigakko (presently, Faculty of Engineering, University of Tokyo), was sent to Kyoto for the land survey, starting in 1881 at MihogaSaki in Ohtsu on the shores of Lake Biwa, and resuming in 1882 at several locations between Ohtsu and Kyoto, through which it was found that the water level of Lake Biwa was 43 meters higher than the altitude of Keage in Kyoto [4]. Based on this survey work, Tanabe completed his graduation thesis entitled ‘A Construction Project of the Lake Biwa Canal’, and presented it to the Department of Civil Engineering, Kobu-Daigakko, in May 1883. Just after graduation he was invited to Kyoto as a prefectural officer in charge of designing and supervising the ‘Lake Biwa Canal Project’ launched by Kyoto Prefecture [4].


To construct the Lake Biwa Canal, a number of difficult issues had to be resolved, such as the tunnel construction in the path of the canal, the fulfillment of high excavation precision, the utilization of domestic materials, etc., for which a range of the most sophisticated measures could be arranged. Thus, the construction work on the Lake Biwa Canal was started in June 1885, divided into the trunk canal (from the MihogaSaki Intake through the Keage Junction to the Reizei Outlet) and the branch canal (from the Keage Junction to the OgawaKashira Outlet), reaching 19.3 km in total length, and was completed in March 1890, resulting in the water intake of 8.3 m3/s from Lake Biwa [1,5].
<p>The construction of the Kuroyon and the Kurobe Dam paved the way for a new phase of downstream development by means of huge controlled water storage. Specifically, </p>


In the midst of this construction work, two project engineers, Sakuro Tanabe and Bunpei Takagi, were sent to the USA in October 1888 to investigate the canal transportation systems used for the Potomac Canal (297 km from Washington, D.C., to Cumberland, Maryland) and the Morris Canal (172 km from Philipsburg to Newark, New Jersey), as well as the hydraulic turbine facilities run for textile and paper production in Lowell and Holyoke, Massachusetts [4].
<p>(i) the total hydroelectric capacity in the Kurobe River Basin has since grown from 273MW to 969MW, by building a total of six new hydropower plants for more effective use of river flow as well as by reinforcing the generating capability of existing plants through efficient flow control, and </p>


In fact, as soon as they arrived in Vancouver, Canada, in November 1888, they started for Washington to see the transportation system operated in the Potomac Canal, and then moved on to Newark to inspect the inclined facilities operated in the Morris Canal. Observing the actual circumstances, they found that the two railroads, Baltimore & Ohio Railroad and Morris & Essex Railroad, running along these canals, could transport within ten hours an amount that might take several days to transport through the cannels [1].  
<p>(ii) the agricultural utilization of water resources has since been performed by the irrigation drainage and alluvial soil improvement in the Kurobe River Basin. In parallel with the construction of the Kuroyon and the Kurobe Dam, the Japan’s first 275kV long distance power transmission system covering 350km from the Kurobe River Basin to the Kansai Region was repeatedly reformed, and finally completed in October 1973 by installing the Japan’s first 275kV series capacitor banks at the Johana Switching Station in Toyama Prefecture, as shown in Fig. 3. Consequently, the pioneering works dedicated to developing and operating huge facilities of the Kuroyon, the Kurobe Dam, and related facilities in July 1956 through October1973, as summarized in Table 1, contributed greatly not only toward the stable power supply against serious power shortages and growing peak power demands, but also toward the postwar development of industries and the enhancement of the quality of life. </p>


In December 1888 they visited Lowell and Holyoke, where they saw the revolutionary harnessing of hydraulic power for textile and paper production by means of giant water turbines [4]. However, faced with the fact that steam turbines would potentially be much more practical than water turbines, they thought that it would be unwise to develop regional industries in Kyoto by adopting water turbines. Thus, they keenly felt that what they were attempting in Kyoto would be lagging far behind the trend in the USA [1,4].  
<p>One of the most distinctive features of the Kuroyon is the perfect harmony with nature. In order to fulfill the nationwide requirements of rigorous preservation for the natural environment and the scenic beauty of the Chubu-Sangaku National Park as well as to avoid snowfall and avalanches in winter, all of huge facilities of the Kuroyon, such as Powerhouse (2.043m2), Substation (3,043m2), Switchyard (3,120m2), and supporting equipments, were constructed completely underground at a depth of 150m. </p>


At that time, Tanabe and Takagi luckily happened to hear about the hydroelectric plant that had just started at a silver mine in Aspen, Colorado. They immediately took a train from New York to Aspen, where they observed a 150 hp Pelton turbine and two generators, supplying power to the mine to lift the ore 1,000 ft. They were so impressed with this breakthrough innovation that they dared to decide to incorporate power generation into the Lake Biwa Canal Project. Thus, early in January 1889, on their way back to Japan, they visited the Pelton Water Wheel Company just established in San Francisco, from which they ordered several Pelton turbines [4]. As soon as they returned to Kyoto late in January 1889, they prepared a proposal to add the construction of the Keage Power Station to the Lake Biwa Canal Project, and submitted it to Kyoto City, which was approved in January 1892 [4,5].
== Pelton Turbines  ==


Consequently, the construction work on the Keage Power Station was started in January 1890, and was completed in May 1897 (see Fig, 1 [5]), provided with two penstock runs (see Fig. 2 [5]) and a total of 20 Pelton turbines (for example, see Fig. 3 [5]) for a hydraulic head of 32m [1,5].  
<p>As soon as the concrete placing of the Kurobe Dam began in September 1959, partial reservoir filling started in October 1960, and the Kuroyon began partial generation of 154MW output in January 1961, using two Pelton 6-nozzle vertical shaft turbines, as shown in Fig. 5, each with output of 95,800kW (60Hz) and 90,100kW(50Hz), the largest in the world among those of the same type. Then the Kuroyon increased output to 234MW in August 1962 and to the maximum of 258MW in July 1969, by using additionally a third Pelton turbine with output of 95,000kW(60Hz) and 90,000kW(50Hz).<ref name="refnum3">T. Kitsukawa, J.Hashimoto, H.Yamazaki, and K.Yasui (ed.): 100 Years’ History of Electric Industry in Kansai Regionn, 1987 (in Japanese).</ref> The Kuroyon’s generating capacity was finally expanded to 335MW in June 1973 with the addition of a fourth Pelton turbine. It should be noticed that the adoption of the first two German Pelton turbines manufactured by Voith promoted the development of Japanese casting technology, resulting in the employment of the last two Hitachi’s Pelton turbines, the first domestic products.</p>


3. History of Power Generation at the Keage Power Station
== 275kV Oil-Filled Cables ==
From June 1891 to May 1897, a variety of advanced DC- and AC-generators were installed one after another in the Keage Power Station, as shown in Table 1 [5], achieving a total capacity of 1,760 kW through the water intake of 6.9m3/s from the Lake Biwa Canal [1,5]. 
Specifically, the installation of these DC/AC-generators was executed as described below:


(1) In June 1891, two Edison 80 kW DC-generators, as shown in Fig. 4 [5], were first installed in the Keage Power Station to supply power to the inclined equipment built in the station (see Fig. 5 [5]).
<p>The 275kV oil-filled cables of a total length of 180m and a height of 68m were successfully installed in the Kuroyon for the first time in Japan for the underground transmission from the switchyard to the outgoing of transmission lines, as indicated by ⑦ in Fig. 4 and as illustrated in Fig. 6. In 1950s there was no actual achievement of the 275kV oil-filled cable in Japan, and therefore the development of the cable technology was faced with numbers of difficulties in design, manufacturing, and cable laying. Hence, the Kansai Electric established a ‘Study Group on Kuroyon Extrahigh Voltage Cable’ jointly with Sumitomo Electric Industries. After numbers of trial-and-error experiments of prototype manufacturing, performance improvement and test, and cable laying in inclined passages, the joint project team succeeded in installing the Japan’s first 275kV oil-filled cables in the Kuroyon.<ref name="refnum9">Y.Fujisawa and K.Kojima: “Study of 287.5kV high oil pressure OF cable-(Report 1)”, J. Sumitomo Electric Industries, pp. 57-78, vol. 71, 1959 (in Japanese).</ref><ref name="refnum10">K.Kojima: “Study of 287.5kV high oil pressure OF cable-(Report 2)”, J. Sumitomo Electric Industries, pp. 10-33, vol. 72, 1959 (in Japanese)</ref> The Kansai Electric opened up the application of 275kV oil-filled cables to the underground transmission, and moreover the oil-filled cable technologies have since been widely spread in Japan. In fact, the total length of the cables used for the underground transmission in the Kansai Region is more than 150km.</p>


(2) In 1891 and 1894, a Thomson-Houston 75 kW and three GE 60 kW single-phase AC-generators, each operating at 125 Hz, were installed to meet the growing power demand for electric lights.
== 275kV Transmission System  ==


It should be noted here that the Osaka Dento (Electric Light) Company adopted the same type of 30 kW AC-generators. At that time Thomson-Houston released three standard systems of A35 (35 kW, 650 lamps), A70 (70 kW, 1,500 lamps), and A140 (140 kW, 2,600 lamps), and hence it turned out that the Keage Power Station and Osaka Dento adopted the above A70 and A35 systems, respectively [6]. In addition, in 1892 the Kyoto Dento Company, which had so far relied on its own thermal power generation, decided to switch to supplying the power generated by the Keage Power Station to reduce the cost of power generation [7]. Furthermore, the installation of these AC-generators suggested the end of the era of Edison’s DC-system in Japan after only several years [6].
<p>Before the construction of the Kuroyon, 154kV power transmission systems were used for hydropower transmission throughout Japan, which could not stabilize the long distance transmission. At that time, the Kansai Electric was using five 154kV transmission trunk lines from main power generation cites to the Kansai Region, any of which could no more cope with growing generating power due to lack of transmission capacity. Hence the Kansai Electric had to take account of adopting the 275kV transmission system.</p>


(3) In 1894 and 1895, two Stanley 60/80 kW and a Tokyo-Shibaura 60 kW 2-phase AC-generators, each operating at 133 Hz, were installed to meet the power demand for such industries as cotton spinning, textile production, etc. However, these 2-phase AC-generators soon became obsolete, resulting in the introduction of 3-phase AC-generators, as described below in (5) [6].  
<p>The Kansai Electric began to develop the Japan’s first 275kV power transmission system in order to cover stably 350km from the Kuroyon to the Kansai Region by means of substituting the conventional arc-suppressing technology for a new neutral grounding technology. Since at that time there was very few technical information on switch surge in Japan, the project team encountered difficulties in insulation design, protection for ground/short-circuit faults, etc. Hence, this team conducted large-scale field tests using one of the old 154kV transmission trunk lines, and built up on a step-by-step basis a solution technique for insulation design and protection relay. Unifying these technologies, the Kansai Electric succeeded in operating the Japan’s first 275kV long distance transmission system in January 1961, as shown in Fig. 7, which transmitted the power that the Kuroyon just began to generate. It should be added that this 275kV long distance transmission system enabled the installation of large scale power plants far away from the electric load center.</p>


(4) In 1895, two GE multipolar DC-generators were installed to supply power to the Kyoto Electric Railway Company, which operated Japan’s first streetcars (see Fig. 6 [5]) running 6.4 km between Shiokoji (Kyoto Station) and FushimiAburakake [5,8].
== Series Capacitor Bank  ==


(5) In 1896 and 1897, four Siemens 80 kW 50 Hz and two GE 100/150 kW 60 Hz 3-phase AC- generators were installed to meet the rising power demand not only for electric lights but also for spinning, weaving, tobacco, metal foil working, and other industries [5,6]. Thus, the Keage Power Station embarked on 3-phase AC-power generation, pioneering the development of AC-power equipment.
<p>When a pair of the New Kurobe River No.3 and No.2 Hydropower Plants of output 107MW and 74.2MW were planned to be built to harness the water flowing from the Kuroyon and the New Kurobe River No.3 Plant, respectively, a technical issue arose as to how to reinforce the additional transmission capability of the existing power transmission system. To cope with this difficulty, the Kansai Electric started to develop the ‘series capacitor bank’ jointly with Mitsubishi Electric and Nissin Electric. The joint project team investigated the Japan’s first ‘post reinsertion transient voltage limiters’ to limit subsynchronous voltages across series capacitors.<ref name="refnum11">S.Taniai: “Test result of the carrier current distance relay protective system on the extra high voltage transmission system”, Toshiba Review, pp.586-596, vol.8, no.,8, 1953 (in Japanese). See Attachment 9.</ref><ref name="refnum12">S.Kamiya: “Design and construction of transmission line between Kuroyon and Shin-Aimoto, DenkiKoron, pp. 211-216, Jan. 1961 (in Japanese).</ref><ref name="refnum13">T.Fujita, H.Kishio, T.Ushio, N.Nagai, and A.Seki: “The first 275kV series capacitor application in Japan: Its installation and field tests”, Report of Summer Meeting of IEEE Power Engineering Society, San Francisco, July 1975.</ref> After numbers of steady/transient analysis and field tests including intentional fault tests, the series capacitor banks were successfully installed in October 1973 at Johana Switching Station (Fig. 3) in the existing 275kV power transmission system for the first time in Japan, resulting in the increase of the transmission capability by 28% enough to supply stably the combined generating power to the Kansai Region. The installation of the series capacitor banks in the existing 275kV transmission system in October 1973 increased the transmission capability, and hence the total generating power, by more then 150MW. The technologies so far attained for developing this transmission system laid the base of 275kV transmission technology in Japan, and contributed greatly to the development of higher capacity transmission systems of 500kV and 1,100kV.</p>


It should be added here that at each installation in (1) through (5) stated above, a distinct DC/AC- generator was adopted one at a time, and hence its power network had to be constructed independently of the others so that its load could be adjusted according to its output only [5,8]. Thus, an unusual number of power lines were hung on a single power pole, each connected to a distinct generator (see Fig. 7 [8]). Moreover, not only with the widespread use of motors, but also with the growing necessity of long- distance transmission capability, 3-phase AC-generators soon dominated the power system market [6], and eventually the Keage Power Station lowered its electricity prices below those of other companies [7], contributing to the diffusion of AC-power systems.
== Civil Engineering Innovations  ==


<p>Numbers of civil engineering innovations were achieved as follows: </p>


4. Phases 2 and 3 Keage Power Stations
#The Kurobe Dam is 186m tall (the highest in Japan now, and the world’s fourth highest at that time) and has crest length of 492m and storage capacity of approximately 200Mm3. A significant characteristics of this dam is the economical use of concrete, applying the method of supporting the water pressure by the wing dams on both sides.
With the advance of power transmission facilities, the service area of the Keage Power Station gradually broadened, but the installation of 3-phase AC-power generators triggered a dramatic expansion of service. Accordingly, the demand for power rose so radically that the existing canal could no longer supply sufficient water to meet the demand [5,8].  
#Large-scale geographic surveys and rock tests were conducted, involving 67 drilling holes (total length; 5,000m) and 49 adits (total length; 2,700m), in parallel with the excavation of the Kurobe Dam, <ref name="refnum4">The Construction Department of the Kansai Electric Power Co., Inc.: “Mechanical behavior of Kurobe IV dam and its foundation especially the difference from the result of calculation”, Proc. Commision Internationale Des Grands Barrages, pp. 53-71, Istamboul, 1967.</ref><ref name="refnum5">M.Nose: “Observation and measurement of dynamic behavior of the Kurobe Dam”, pp. 461-479, Monteal, ibid., Motreal, 1970. </ref><ref name="refnum6">M.Yoshida: “Mechanical behavior or Kurobe Dam and its foundation and safety of the dam”, ibid., pp. 17-38, Rio de Janeiro, 1982.</ref><ref name="refnum7">T.Watanabe and Y.Takemura: “Characteristics of staged construction in Kurobe Dam”, ibid., pp. 453- 473, 1994.</ref>
#High-precision systems were constructed for long-term measuring of static and dynamic behaviors of the dam.<ref name="refnum8">M.Tezuka, [[Oral-History:Katsutaro Kataoka|K.Kataoka]], and Y. Shigemitsu: “Long-term behavior of Kurobe Dam and its foundation rock”, ibid., pp. 1337-1361, 2000.</ref>
#Ultrahigh pressure penstock tunnels with a gradient of 47 degrees and 20 minutes were of bandedtype utilizing a large number of bonds on pipes to support ultrahigh pressure.


Kikujiro Saigo, the second mayor of Kyoto City, thus decided to build a second canal independent of the existing one, so that the two canals could be joined together to augment the water supply to the Keage Power Station. The construction work on the second canal was started in October 1908, and was completed in April 1912 [5], resulting in the increase in water intake from 8.3 m3/s to 23.65 m3/s [1].
== Social Significance  ==


In step with this augmentation of water intake, construction on a second station was started in March 1910 on the southern side of the first station, and was completed in May 1912, provided with five Escher-Wythe horizontal-shaft Francis turbines and five GE 3-phase AC-generators, achieving a capacity of 4,800 kW. To distinguish the existing station from the second one, the former and the latter have since been referred to as ‘Phase 1 Keage Power Station’ and ‘Phase 2 Keage Power Station’ (see Fig. 8 [5]), respectively. When the first two AC-generators installed in the Phase 2 Station were provisionally licensed in February 1912, the Phase 1 Station was decommissioned. Thus, the Keage Power Station was upgraded from the Phase 1 Station with a capacity of 1,760 kW to the Phase 2 Station with a capacity of 4,800 kW [5].
<p>The construction of the Kuroyon and the Kurobe Dam made possible a new phase of downstream development through controlled water storage and flow adjustment. Specifically, the combined project contributed to social development as follows: </p>
To make the best use of the discharge from the Phase 2 Station, which was augmented by the second canal, a decision was made to construct two additional stations, the Ebisugawa Power Station and the Fushimi Power Station (later renamed the Sumizome Power Station). The former was completed in April 1914, provided with a Boving horizontal-shaft Francis turbine and a Westinghouse 60 Hz 3-phase AC- generator, achieving a capacity of 280 kW; while the latter was completed in May 1914, provided with a Boving horizontal-shaft Francis turbine and a Westinghouse 60 Hz 3-phase AC-generator, achieving a capacity of 1,320 kW [5].
Since the total capacity of these three stations reached 6,400kW, the use of electricity grew year after year, until most industrial facilities became dependent on electricity. Thus, Kyoto City realized the emergent necessity of expanding inexpensive power generation, and hence decided to construct the Phase 3 Keage Power Station. Construction work started in June 1932, and was completed in January 1936, provided with two Hitachi vertical-shaft Francis turbines and two Hitachi 60 Hz 3-phase AC-generators (see Fig. 9 [5]), achieving a capacity of 5,700 kW [5]. Eventually, the Phase 2 Station was upgraded to this Phase 3 Station. The capacity of the present Keage Power Station was changed from 5,700 kW to 4,500 kW in April 1979 mainly due to the increasing use of water for drinking [8].


Finally, it should be added that
=== Enlargement of Generating Capacity in Kurobe River Basin  ===
(a) the operating body of the Keage Power Station was transferred from Kyoto City to the Kansai Haiden (Power Distribution) Company by the Power Distribution Control Law in April 1942, and then to Kansai Electric Power Co., Inc. by the Electricity Company Reorganization Law in May 1951 [9],
(b) the operation of the station was switched to remote control from the Kojinguchi Control Office in December 1985 [5], and
(c) the present Keage Power Station has been operated by the Kyoto Dispatching and Control Center since June 2006.
|a6=The Phase 1 Keage Power Station encountered a number of obstacles in its construction and operation stages, which were overcome, as outlined below.


1.  Obstacles to the Construction of the Lake Biwa Canal
<p>Before the construction of the Kurobe Dam, the total generating capacity in the Kurobe River Basin was 273MW by 12 hydropower plants, and after the construction it has grown to 969MW by 18 plants, as stated in g.1. Thus the Kurobe Dam contributed to the increase of the total generating capacity and the number of plants by 696MW and 6, respectively, by harnessing more efficiently the water flowing from it. </p>
Due to the presence of mountains in the path of the Lake Biwa Canal, three tunnels had to be built. Judging from the technical level at that time, tunnel excavation was a major obstacle, since it involved such risks as cave-ins and dynamite accidents, plus problems such as scarcity of skilled labor. To overcome these difficulties, a variety of advanced machines, such as pumps, steam engines, air compressors, etc., were imported. Moreover, to build the 2,440m-long Nagarayama Tunnel, the longest in Japan at that time, a vertical shaft was dug so that lighting could be provided from above as well as earth and sand could be taken out through it, steam engines were adopted for hoisting at the vertical shaft, and compressed air was used for digging up soil [1,5].


Accurate excavation was also a great obstacle, which was overcome by utilizing the most advanced triangulation method available at that time [5]. In addition, the materials for the construction work had to be domestically made to cultivate the material industry in Kyoto. To this end, a plant for producing bricks was established in Misasago-mura (presently, Yamashina-ku, Kyoto City) [5].
=== Power Supply for Growing Peak Demand  ===


2.  Obstacles to the Birth of the Keage Power Station
<p>Due to unprecedented economic boom beginning in the late 1950s, the Japanese economy continued to achieve double-digit growth in the 1960s. Accordingly, Japanese electric home appliance industry embarked on a dramatic expansion. For example, as of 1963 the penetration rates in the Kansai Region of home appliances of TV, washing machine, electric ‘kotatsu’ (table heater), refrigerator, rice cooker, and vacuum cleaner, grew to 93%, 71%, 62%, 53%, 53%, and 34%, respectively. Moreover, since the spread of air conditioners was very drastic, the power demand for them grew rapidly from 11% in 1962 to 18% in 1966, and hence the maximum power demand which used to be in winter turned to be in summer in 1966. </p>
The original mission of sending two engineers to the USA was to seek advanced technologies in canal transportation as well as in water turbine utilization. However, after observing the actual situations, they seriously felt that the efforts being attempted in Kyoto ran counter to the trend in the USA, as stated earlier. Facing such adverse circumstances, they were prepared to abandon their original mission.  


Fortunately, however, they were given an opportunity to see the hydroelectric plant just started in Aspen, which triggered a radical change in the Lake Biwa Canal Project to include power generation [1,3,5]. Thus, their bold and visionary decision to revise the project led to the birth of the Keage Power Station.  
<p>In this way, the power demand structure was so radically changed that the Kansai Electric had to shift the power supply policy such that the basis and peak power demands could fall back on the thermal-power and hydropower generation, respectively. Consequently, the Kuroyon and the Kurobe Dam contributed greatly to the supply for the growing peak demand caused by the huge boom of home electrification in the 1960s and 1970s. </p>


3. Obstacles to the Advancement of Electricity Supply
=== Social Contribution ===
The commercial DC-era began in the early 1880s when Edison demonstrated his ‘jumbo’ bipolar generator for supplying power to a DC-lighting system. Especially, his power system displayed at the Paris Electrical Expo in 1881 attracted great interest from foreign enterprises. Taking advantage of this opportunity, he established a number of subsidiaries in the USA as well as in Europe [6].


However, a debate over the usage of DC vs. AC arose in the USA in the late 1880s, with DC-power tending to yield to AC-power mainly due to the defects of DC, such as the difficulty of changing the voltage and the lack of long-distance power transmission capability, as mentioned earlier. Thus, DC- power generation proved to be a definite obstacle to the development of electricity supply [6].
<p>The Kurobe Dam brought a new phase of developing the Kurobe River Basin in such a way that: </p>


In Japan too, there was a debate on the selection of DC or AC. In response, the Keage Power Station undertook the installation of Thomson-Houston and GE 125 Hz single-phase AC-generators in 1891 and 1894, expecting the development of AC-power systems [6]. Subsequently, this station installed Stanley and Tokyo-Shibaura 133 Hz 2-phase ac-generators in 1894 and 1895, respectively, to meet the power demand for industries of cotton spinning, textile production, etc. [6], as stated earlier. 
<p>(i) the total generating power capacity has since grown from 273MW to 969MW, </p>


On the other hand, in Southern California in 1893 GE built the USA’s first commercial 3-phase AC- system, driven by two hydroelectric 250 kW generators, where the power was transmitted 12.1 km at 2.4 kV. Furthermore, in 1896 GE also built a 35.5 km 3-phase transmission line operated at 11 kV to transmit power from Niagara Falls to Buffalo [6].
<p>(ii) an agricultural reformation was achieved by installing facilities to discharge irrigation water as well as to improve alluvial soil in the basin plain, and </p>


In this way, with the advance of long-distance power transmission capability and the widespread use of motors, 3-phase AC-generators soon dominated the power system market [6]. In accordance with such a trend, the Keage Power Station installed Siemens and GE 3-phase AC-generators in 1896 and 1897, respectively, to meet the growing power demand for spinning, weaving, tobacco, and other industries.  
<p>(iii) tourism resources of the Northern Japan Alps were developed by opening to the public the accessing routes of (i) the ‘Tateyama-Kurobe Alpine Route’, which consists of the bus route between Ohmachi and the Kurobe Dam and the ropeway route between the Kurobe Dam and Mt. Tateyama of 3,015m altitude, and still attracts 1,025 thousand tourists per year, and (ii) the ‘Kurobe Gorge Railway’ between Unazuki and Keyakidaira, which also attracts 490 thousand tourists per year. </p>


Eventually, the Phase 1 Keage Power Station paved the way for 3-phase AC-power generation, pioneering the development of AC-power industries in Japan [6,7].
<p>Thus in the postwar Japan, the Kuroyon has become a landmark to achieve the persistently stable electric supply by large-scale power generation with long distance transmission systems. It is safe to say that the success of the Kuroyon laid the foundations of the rapid growth of the Japanese economy in the 1960s. Even now the Kuroyon plays an important role to supply electricity to the Kansai Region, and has made a great contribution to the welfare of people’s lives and the evolution of industries. </p>
|a5=There are a number of distinctive features of the Phase 1 Keage Power Station as summarized below.  
1. Unique Birth of the Keage Power Station
When two engineers of the Lake Biwa Canal Project were sent to the USA, their original mission was to seek advanced technologies in canal transportation as well as in hydraulic power utilization. During this tour, however, they realized the actual situations as follows:


(1) As to canal transportation, they found that the two railroads running along the Potomac and Morris Canals could provide much more efficient transportation than the two canals, and hence they believed that canal transportation would yield to railroad transportation [1,3,5].
== Technical Innovation  ==


(2) As to water turbine utilization, they recognized that steam turbines would potentially be much more practical than water turbines, and hence they felt that it would be unwise to develop industries in Kyoto using water turbines [1,3,5].
<p>Before the Kuroyon was constructed, 154kV power transmission systems were used for hydropower transmission throughout Japan, which could not stabilize the long distance transmission. The Kansai Electric developed the Japan’s first 275kV long distance power transmission system to supply stably the generating power from the Kurobe River Basin to the Kansai Region, which involved the employment of the Japan’s first 275kV oil-filled cables, the technical reformation of the long distance power transmission by substituting the conventional arc-suppressing technology for a new neutral grounding technology, and the enhancement of power system protection. Furthermore, when a pair of the New Kurobe River No.3 and No.2 Hydropower Plants of output 107MW and 74.2MW, respectively, were built to harness the water flowing from the Kuroyon, the existing power system had to suppress the transmission power less than the thermal transmission capacity in order to reinforce the additional transmission capability. To this end, Kansai Electric decided to develop ‘series capacitor banks’ to decrease the transmission impedance, which were successfully installed in the existing 275kV transmission system, resulting in the increase of the transmission capability by 28% enough to supply stably the combined generating power to Kansai Region. Thus, Kansai Electric succeeded in the stable operation of the 275kV long distance power transmission system for the first time in Japan. </p>


Thus, the original mission of their tour could not be achieved, or rather, the tour stimulated them to revise the Lake Biwa Canal Project. In fact, on this tour they were luckily enough to observe actual hydroelectric generation, and were so impressed with such a feat that they decided to revise the project to include power generation. Soon after they returned to Kyoto, they submitted to Kyoto City a proposal to add the hydroelectric power generation to the project, as described earlier. Eventually, their courageous and visionary decision to revise the project led to the birth of the Keage Power Station [1,5].
== Conquest of Financial Obstacles  ==


2. Primitive Structure of the Keage Power Station
<p>In an early survey the total construction cost of the Kuroyon and the Kurobe Dam was estimated at 50 billion yen, almost 30 times of the company’s capital. Therefore, soon after the decision of this huge project, the Kansai Electric entered into loan negotiations with the World Bank, which at last promised in June 1958 to extend loans worth 37 million US dollars (13.32 billion yen), almost one fourth of the total estimated cost. Unfortunately, however, in the midst of constructing the Kurobe Dam, a dam of the same type in France broke in December 1959, and more than 450 people died in the catastrophe. Hence the engineering staff of the World Bank strongly recommended the Kansai Electric to reduce the dam height from 186m to 150m. Such a severe reduction would affect the whole project so fatally that the Kansai Electric continued insistently financial and technical negotiations with the World Bank for two years in Washington, Kurobe, Paris, Milan etc., until the insistence of the Kansai Electric was admitted in principle, but with the collateral condition that rigorous requirements of the redesign for structural reinforcement and the large-scale geographic surveys and rock tests had to be fulfilled. </p>
Each time a new generator was installed in the Phase 1 Keage Power Station, its own power network had to be constructed independently of the others. Hence, an unusual number of power lines, each connected to a distinct generator, were hung on a single power pole, as seen from Fig. 7. Thus, the Phase 1 Keage Power Station was composed of an aggregation of DC/AC-generators, each driving a distinct power network. This primitive structure was inevitable at that time in the initial development stage of hydroelectric generation in Japan [5,8].


3. Contribution to Japan’s Technological Modernization
<p>Kansai Electric performed its duties of (i) the structural reinforcement by the gravity wing dams at both sides of the arch portion, (ii) the execution of large-scale geographic surveys and rock tests,<ref name="refnum4" /><ref name="refnum5" /><ref name="refnum6" /><ref name="refnum7" /> and (iii) the installation of a long-term high-precision measuring system for static and dynamic behaviors of the dam.<ref name="refnum8" /> As a result, the expected construction cost of 50 billion yen was expanded to 51.3 billion yen.</p>
After Japan was opened to the world by USA Commodore Matthew C. Perry in 1854, Western culture and technology steadily prevailed, including the start-up of electric light and power systems. Specifically, the Tokyo Dento (Electric Light) Company began providing service in 1887 using Edison DC-generators. Subsequently, more than 70 electric light and power companies started operating AC-generators across Japan by the end of the 1890s, such as Kobe Dento, Osaka Dento, Kyoto Dento, Nagoya Dento, etc. [7].  


Compared with several of these companies, the Phase 1 Keage Power Station was somewhat slower to start, but it succeeded in lowering electricity prices by adopting the most advanced power systems only a few years later than the West. Thus, the 1890s was an era of revolutionary progress in electric light and power systems, both in the West and in Japan [6,7]. In particular, the Phase 1 Keage Power Station was a pioneer in starting 3-phase AC-power generation, contributing to the technological modernization of Japan.
== Victory over Geographic Difficulties  ==
|references=[1] S. Yanabu, “The history of the electrification of Japan and the Keage Power Station”, IEEJ Trans. on Fundamentals and Materials, vol. 129, no. 6, pp. 396-402,, 2009 (in Japanese).
[2] http://ihcsacafe-en.ihcsa.or.jp/news/lake-biwa-canal/
[3] S. Yanabu and M. Yamamoto, “History of the Keage Hydroelectric Power Station”, IEEE Conference on the History of Electric Power, Newark, USA, August 2007.
[4] H. Suzuki, “Ogawa Jihei and His Times”, University of Tokyo Press, ch. 1, pp. 1-53, 2013 (in Japanese)
[5] Kansai Electric Power Co., Inc., “The History of Keage Power Station”, Brochure of Keage Power Station, Sakyo-ku, Kyoto, Japan, 2007.
[6] M. Yamamoto and M. Yamaguchi, “Electric power in Japan: Rapid electrification a century ago”, IEEE Power and Energy Magazine, vol. 3, no. 2, pp. 74-79, March-April 2005.
[7] Kansai Electric Power Co., Inc. (ed.), “50 years’ History of Kansai Electric Power Co., Inc.,” Kansai Electric Power Co., Inc., Kita-ku, Osaka, 2012 (in Japanese)
[8] Kyoto Electric Power Branch, Kansai Electric Power Co., Inc., “The History of Keage Power Station”, Brochure of Keage Power Station, Minami-ku, Kyoto, Japan, 2012 (in Japanese).
[9] Water and Sewer Commission, Kyoto City, “Lake Biwa Canal Museum of Kyoto”, Brochure of Lake Biwa Canal Museum, Sakyo-ku, Kyoto, Japan, 2013 (in Japanese).
|supporting materials=Appendix 1: Reference [1] was written in Japanese, for which English summaries are added below.


This paper describes the history of the electrification of Japan as well as the history of construction and operation of Keage Power Station, whose contents are almost the same as those of Reference [3].
<p>The Kurobe River originating in the Northern Japan Alps has an annual precipitation of 3,800mm, an average river slope of 1/40, and an average snowfall of 5m, and hence it had long been regarded as an ideal site for hydropower generation. To harness these precious power generation resources, different efforts had been attempted since the 1920s, on which numbers of dramatic stories were written in several nonfiction novels. Actually, the project of the Kuroyon and the Kurobe Dam confronted serious obstacles due to (a) the nationwide requirements of rigorous conservation for the natural environment and the scenic beauty of the Chubu-Sangaku National Park, (b) terribly hard access due to rugged Kurobe Gorge, and (c) exceptional snowfall and frequent avalanches in winter. In view of (a) and (c), all facilities of powerhouse, substation, switchyard, and supporting equipments, were built completely underground. On the other hand, in terms of (b) and (c), a tunnel of 5.4km length, called the ‘Kanden Tunnel’, was dug through mountains to transport a great amount of materials and equipments from Ohmachi-City to the construction site. Meanwhile, the tunnel excavation encountered a huge crumbly fracture zone, where spring water of 4℃flew into the tunnel with a torrential force of 660 liters per second. However, after 7 months, the huge fracture zone was successfully penetrated by means of 10 piles 500m in length for extracting water, additional drilling 2,900m in length, and feeding a chemical fluid with 230 tons of cement. </p>


Appendix 2: Reference [4] was written in Japanese, for which English summaries are added below.
<p>A best-selling novel titled “The Sun in Kurobe”, a long-running movie based on this novel, and NHK’s TV programs “Project X”, as illustrated in Fig. 10, were made on the basis of this monumental achievement of the Kuroyon and the Kurobe Dam. Thus the Kuroyon has still deeply fascinated Japanese hearts as an evidence of the achievement of postwar reconstruction and economic growth by overcoming formidable environments. Even now the Kuroyon and the Kurobe Dam are the most popular hydropower generating site in Japan.</p>


This book describes the details of a series of Japanese gardens designed by a gardener Jihei Ogawa (1860-1933), who was a pioneer in the field of modern Japanese garden design. He first used the Okazaki District in Kyoto to situate many of his works, taking advantage of the clean water brought from Lake Biwa Canal, and using the Higashiyama mountains as a background. Many of these gardens still remain. Incorporating into his designs waterfalls, streams, ponds, as well as numerous water basins, Jihei’s works give a sense of pure beauty and rhythm.
== Location(s) of Milestone plaque(s) ==


This book consists of 7 chapters, in addition to prelude and postface. The first chapter titled “Construction of Lake Biwa Canal on the road of modernization” describes a brief history of the modernization in Japan, featuring a story of the Lake Biwa Canal Project. In other words, the main theme of this chapter was concerned not only with the process of how Sakuro Tanabe, a chief engineer of the Project, abandoned the original intention of developing the canal transportation and hydraulic power equipment, but also with the reason why he made a tough choice of determining the incorporation of the hydroelectric power generation business into the Project.  
<p>(i) At the entrance of the Kurobe River No.4 Hydropower Plant: </p>


Appendix 3: Reference [7] was written in Japanese, for which English summaries are added below.
<p>Address: Unazuki-machi, Kurobe-shi, Toyama, 938-0200 Japan </p>


This brochure briefs the history of construction and operation of Keage Power Station, whose contents are almost the same as those of Reference [5].
<p>GPS: N 36.64486 E 137.68964 </p>


Appendix 4: Reference [8] was written in Japanese, for which English summaries are added below.
<p>(ii) In front of the Kurobe Dam: </p>


This book describes a 50 years’ history of Kansai Electric Power Company, which consists of 2 parts and 9 chapters. The Section 2.3 of Chapter 1 of Part 1, titled “Start-up of Electric Business by Kyoto City”, briefs a history of electric business performed by Kyoto City in the 1880s and the 1890s.
<p>Address: Ashikuraji, Tateyama-machi, Nakaniikawa-gun, Toyama, 930-1406 Japan </p>


Appendix 5: Reference [9] was written in Japanese, for which English summaries are added below.
<p>GPS: N 36.56644 E 137.66213 </p>


This brochure briefs the history of construction and operation of the Lake Biwa Canal, featuring the historical significance, achievements of predecessors, and canal chronology.  
== References ==


|submitted=No
<p><references /> </p>
}}
 
== Map ==
 
{{#display_map:36.56644, 137.66213~ ~ ~ ~ ~Unazuki-machi, Kurobe-shi, Toyama, Japan|height=250|zoom=10|static=yes|center=36.56644, 137.66213}}
 
[[Category:Energy|{{PAGENAME}}]]
[[Category:Power_generation|{{PAGENAME}}]]
[[Category:Hydroelectric_power_generation|{{PAGENAME}}]]

Revision as of 18:34, 6 January 2015

Kurobe River No. 4 Hydropower Plant, 1956-63

Kansai Electric Power Co., Inc., completed the innovative Kurobe River No. 4 Hydropower Plant, including the subterranean power station and Kurobe Dam, in 1963. The 275kV long-distance transmission system delivered the generated electric power to the Kansai region and solved serious power shortages, contributing to industrial development and enhancing living standards for the population.

In May 1951, almost six years after the end of the World War II, the Kansai Electric Power Co., Inc. was established by the Electricity Utility Industry Law, as one of the nine monopolistic electric power companies of Japan, with a capital of 1,690 million yen (cf. 1,460 million yen of the Tokyo Electric) and a total power capacity of 2,284 MW, with 1,130 MW by 130 hydropower plants and 1,154 MW by 16 thermal power plants (cf. 1,786MW=1,441MW+345MW of the Tokyo Electric), each the greatest of all power companies. As for 130 hydropower plants, the numbers of pondage-type and reservoir-type plants were 32 and 1, respectively, and hence its hydroelectric generating capacity was heavily vulnerable to drought.[1] On the other hand, as for 16 thermal power plants, all of them were built mainly to supplement the shortage of hydroelectric capability in the drought season of winter, and moreover they could not output any more than 70% of the installed capacity due to cumulative mechanical degradation during the postwar confusion as well as lack of coal caused by the Korean War in 1950-1953. In August 1951, just after the establishment, the Kansai Electric suffered from exceptional drought, and the power shortage became suddenly worse in the service area of the Kansai Region to such a serious extent that the worst case in Japan occurred there in September 1951 through March 1952, in which two and three days’ power cut per week had to be imposed on industrial/commercial and residential customers, respectively.[2] Furthermore, to satisfy the power demand that was growing rapidly with the vigorous progress of postwar reconstruction, the Kansai Electric had to make every effort to construct new hydropower plants as well as to reinforce the generating capability of thermal power plants. To overcome such terrible power shortage, the Kansai Electric started large-scale geographical surveys for constructing the Kurobe River No.4 Hydropower Plant, henceforth referred to as the Kuroyon, a well known Japanese alias. The upper basin of the Kurobe River (see Fig. 1) originating in the Northern Japan Alps of 3,000m order altitude has an annual precipitation of 3,800mm, an average river slope of 1/40, and an average snowfall of 5m, and therefore it had long been regarded as an ideal site for hydropower generation. Eventually, Mr. Shiro Ohtagaki, the President of the Kansai Electric, announced in autumn 1955 a big project of constructing the 250 MW class Kuroyon that would harness a huge reservoir created by a dome-shaped arch dam, called the Kurobe Dam, at an elevation of 1,448m in the midst of rugged Kurobe Gorge in the Chubu-Sangaku National Park.

Subsequently, the postwar Japan’s largest-class project of constructing the Kuroyon and the Kurobe Dam began in July 1956. The long-awaited concrete placing began in September 1959, and partial reservoir filling started in October 1960. Immediately after that, the Kuroyon began partial power generation of 154MW output in January 1961, using two Pelton turbines, each with the world’s largest output among those of the same type, and then increased output to 234MW in August 1962, using additionally a third Pelton turbine. The combined project of the Kuroyon and the Kurobe Dam was completed in June 1963, after a total investment of 51.3 billion yen (142.5 million 1963 US dollars) and a labor output of 10 million man-days. The Kuroyon’s generating capacity was finally expanded to 335MW in June 1973 with the addition of a fourth Pelton turbine at a cost of 1.4 billion yen (5 million US dollars).

The construction of the Kuroyon and the Kurobe Dam paved the way for a new phase of downstream development by means of huge controlled water storage. Specifically,

(i) the total hydroelectric capacity in the Kurobe River Basin has since grown from 273MW to 969MW, by building a total of six new hydropower plants for more effective use of river flow as well as by reinforcing the generating capability of existing plants through efficient flow control, and

(ii) the agricultural utilization of water resources has since been performed by the irrigation drainage and alluvial soil improvement in the Kurobe River Basin. In parallel with the construction of the Kuroyon and the Kurobe Dam, the Japan’s first 275kV long distance power transmission system covering 350km from the Kurobe River Basin to the Kansai Region was repeatedly reformed, and finally completed in October 1973 by installing the Japan’s first 275kV series capacitor banks at the Johana Switching Station in Toyama Prefecture, as shown in Fig. 3. Consequently, the pioneering works dedicated to developing and operating huge facilities of the Kuroyon, the Kurobe Dam, and related facilities in July 1956 through October1973, as summarized in Table 1, contributed greatly not only toward the stable power supply against serious power shortages and growing peak power demands, but also toward the postwar development of industries and the enhancement of the quality of life.

One of the most distinctive features of the Kuroyon is the perfect harmony with nature. In order to fulfill the nationwide requirements of rigorous preservation for the natural environment and the scenic beauty of the Chubu-Sangaku National Park as well as to avoid snowfall and avalanches in winter, all of huge facilities of the Kuroyon, such as Powerhouse (2.043m2), Substation (3,043m2), Switchyard (3,120m2), and supporting equipments, were constructed completely underground at a depth of 150m.

Pelton Turbines

As soon as the concrete placing of the Kurobe Dam began in September 1959, partial reservoir filling started in October 1960, and the Kuroyon began partial generation of 154MW output in January 1961, using two Pelton 6-nozzle vertical shaft turbines, as shown in Fig. 5, each with output of 95,800kW (60Hz) and 90,100kW(50Hz), the largest in the world among those of the same type. Then the Kuroyon increased output to 234MW in August 1962 and to the maximum of 258MW in July 1969, by using additionally a third Pelton turbine with output of 95,000kW(60Hz) and 90,000kW(50Hz).[3] The Kuroyon’s generating capacity was finally expanded to 335MW in June 1973 with the addition of a fourth Pelton turbine. It should be noticed that the adoption of the first two German Pelton turbines manufactured by Voith promoted the development of Japanese casting technology, resulting in the employment of the last two Hitachi’s Pelton turbines, the first domestic products.

275kV Oil-Filled Cables

The 275kV oil-filled cables of a total length of 180m and a height of 68m were successfully installed in the Kuroyon for the first time in Japan for the underground transmission from the switchyard to the outgoing of transmission lines, as indicated by ⑦ in Fig. 4 and as illustrated in Fig. 6. In 1950s there was no actual achievement of the 275kV oil-filled cable in Japan, and therefore the development of the cable technology was faced with numbers of difficulties in design, manufacturing, and cable laying. Hence, the Kansai Electric established a ‘Study Group on Kuroyon Extrahigh Voltage Cable’ jointly with Sumitomo Electric Industries. After numbers of trial-and-error experiments of prototype manufacturing, performance improvement and test, and cable laying in inclined passages, the joint project team succeeded in installing the Japan’s first 275kV oil-filled cables in the Kuroyon.[4][5] The Kansai Electric opened up the application of 275kV oil-filled cables to the underground transmission, and moreover the oil-filled cable technologies have since been widely spread in Japan. In fact, the total length of the cables used for the underground transmission in the Kansai Region is more than 150km.

275kV Transmission System

Before the construction of the Kuroyon, 154kV power transmission systems were used for hydropower transmission throughout Japan, which could not stabilize the long distance transmission. At that time, the Kansai Electric was using five 154kV transmission trunk lines from main power generation cites to the Kansai Region, any of which could no more cope with growing generating power due to lack of transmission capacity. Hence the Kansai Electric had to take account of adopting the 275kV transmission system.

The Kansai Electric began to develop the Japan’s first 275kV power transmission system in order to cover stably 350km from the Kuroyon to the Kansai Region by means of substituting the conventional arc-suppressing technology for a new neutral grounding technology. Since at that time there was very few technical information on switch surge in Japan, the project team encountered difficulties in insulation design, protection for ground/short-circuit faults, etc. Hence, this team conducted large-scale field tests using one of the old 154kV transmission trunk lines, and built up on a step-by-step basis a solution technique for insulation design and protection relay. Unifying these technologies, the Kansai Electric succeeded in operating the Japan’s first 275kV long distance transmission system in January 1961, as shown in Fig. 7, which transmitted the power that the Kuroyon just began to generate. It should be added that this 275kV long distance transmission system enabled the installation of large scale power plants far away from the electric load center.

Series Capacitor Bank

When a pair of the New Kurobe River No.3 and No.2 Hydropower Plants of output 107MW and 74.2MW were planned to be built to harness the water flowing from the Kuroyon and the New Kurobe River No.3 Plant, respectively, a technical issue arose as to how to reinforce the additional transmission capability of the existing power transmission system. To cope with this difficulty, the Kansai Electric started to develop the ‘series capacitor bank’ jointly with Mitsubishi Electric and Nissin Electric. The joint project team investigated the Japan’s first ‘post reinsertion transient voltage limiters’ to limit subsynchronous voltages across series capacitors.[6][7][8] After numbers of steady/transient analysis and field tests including intentional fault tests, the series capacitor banks were successfully installed in October 1973 at Johana Switching Station (Fig. 3) in the existing 275kV power transmission system for the first time in Japan, resulting in the increase of the transmission capability by 28% enough to supply stably the combined generating power to the Kansai Region. The installation of the series capacitor banks in the existing 275kV transmission system in October 1973 increased the transmission capability, and hence the total generating power, by more then 150MW. The technologies so far attained for developing this transmission system laid the base of 275kV transmission technology in Japan, and contributed greatly to the development of higher capacity transmission systems of 500kV and 1,100kV.

Civil Engineering Innovations

Numbers of civil engineering innovations were achieved as follows:

  1. The Kurobe Dam is 186m tall (the highest in Japan now, and the world’s fourth highest at that time) and has crest length of 492m and storage capacity of approximately 200Mm3. A significant characteristics of this dam is the economical use of concrete, applying the method of supporting the water pressure by the wing dams on both sides.
  2. Large-scale geographic surveys and rock tests were conducted, involving 67 drilling holes (total length; 5,000m) and 49 adits (total length; 2,700m), in parallel with the excavation of the Kurobe Dam, [9][10][11][12]
  3. High-precision systems were constructed for long-term measuring of static and dynamic behaviors of the dam.[13]
  4. Ultrahigh pressure penstock tunnels with a gradient of 47 degrees and 20 minutes were of bandedtype utilizing a large number of bonds on pipes to support ultrahigh pressure.

Social Significance

The construction of the Kuroyon and the Kurobe Dam made possible a new phase of downstream development through controlled water storage and flow adjustment. Specifically, the combined project contributed to social development as follows:

Enlargement of Generating Capacity in Kurobe River Basin

Before the construction of the Kurobe Dam, the total generating capacity in the Kurobe River Basin was 273MW by 12 hydropower plants, and after the construction it has grown to 969MW by 18 plants, as stated in g.1. Thus the Kurobe Dam contributed to the increase of the total generating capacity and the number of plants by 696MW and 6, respectively, by harnessing more efficiently the water flowing from it.

Power Supply for Growing Peak Demand

Due to unprecedented economic boom beginning in the late 1950s, the Japanese economy continued to achieve double-digit growth in the 1960s. Accordingly, Japanese electric home appliance industry embarked on a dramatic expansion. For example, as of 1963 the penetration rates in the Kansai Region of home appliances of TV, washing machine, electric ‘kotatsu’ (table heater), refrigerator, rice cooker, and vacuum cleaner, grew to 93%, 71%, 62%, 53%, 53%, and 34%, respectively. Moreover, since the spread of air conditioners was very drastic, the power demand for them grew rapidly from 11% in 1962 to 18% in 1966, and hence the maximum power demand which used to be in winter turned to be in summer in 1966.

In this way, the power demand structure was so radically changed that the Kansai Electric had to shift the power supply policy such that the basis and peak power demands could fall back on the thermal-power and hydropower generation, respectively. Consequently, the Kuroyon and the Kurobe Dam contributed greatly to the supply for the growing peak demand caused by the huge boom of home electrification in the 1960s and 1970s.

Social Contribution

The Kurobe Dam brought a new phase of developing the Kurobe River Basin in such a way that:

(i) the total generating power capacity has since grown from 273MW to 969MW,

(ii) an agricultural reformation was achieved by installing facilities to discharge irrigation water as well as to improve alluvial soil in the basin plain, and

(iii) tourism resources of the Northern Japan Alps were developed by opening to the public the accessing routes of (i) the ‘Tateyama-Kurobe Alpine Route’, which consists of the bus route between Ohmachi and the Kurobe Dam and the ropeway route between the Kurobe Dam and Mt. Tateyama of 3,015m altitude, and still attracts 1,025 thousand tourists per year, and (ii) the ‘Kurobe Gorge Railway’ between Unazuki and Keyakidaira, which also attracts 490 thousand tourists per year.

Thus in the postwar Japan, the Kuroyon has become a landmark to achieve the persistently stable electric supply by large-scale power generation with long distance transmission systems. It is safe to say that the success of the Kuroyon laid the foundations of the rapid growth of the Japanese economy in the 1960s. Even now the Kuroyon plays an important role to supply electricity to the Kansai Region, and has made a great contribution to the welfare of people’s lives and the evolution of industries.

Technical Innovation

Before the Kuroyon was constructed, 154kV power transmission systems were used for hydropower transmission throughout Japan, which could not stabilize the long distance transmission. The Kansai Electric developed the Japan’s first 275kV long distance power transmission system to supply stably the generating power from the Kurobe River Basin to the Kansai Region, which involved the employment of the Japan’s first 275kV oil-filled cables, the technical reformation of the long distance power transmission by substituting the conventional arc-suppressing technology for a new neutral grounding technology, and the enhancement of power system protection. Furthermore, when a pair of the New Kurobe River No.3 and No.2 Hydropower Plants of output 107MW and 74.2MW, respectively, were built to harness the water flowing from the Kuroyon, the existing power system had to suppress the transmission power less than the thermal transmission capacity in order to reinforce the additional transmission capability. To this end, Kansai Electric decided to develop ‘series capacitor banks’ to decrease the transmission impedance, which were successfully installed in the existing 275kV transmission system, resulting in the increase of the transmission capability by 28% enough to supply stably the combined generating power to Kansai Region. Thus, Kansai Electric succeeded in the stable operation of the 275kV long distance power transmission system for the first time in Japan.

Conquest of Financial Obstacles

In an early survey the total construction cost of the Kuroyon and the Kurobe Dam was estimated at 50 billion yen, almost 30 times of the company’s capital. Therefore, soon after the decision of this huge project, the Kansai Electric entered into loan negotiations with the World Bank, which at last promised in June 1958 to extend loans worth 37 million US dollars (13.32 billion yen), almost one fourth of the total estimated cost. Unfortunately, however, in the midst of constructing the Kurobe Dam, a dam of the same type in France broke in December 1959, and more than 450 people died in the catastrophe. Hence the engineering staff of the World Bank strongly recommended the Kansai Electric to reduce the dam height from 186m to 150m. Such a severe reduction would affect the whole project so fatally that the Kansai Electric continued insistently financial and technical negotiations with the World Bank for two years in Washington, Kurobe, Paris, Milan etc., until the insistence of the Kansai Electric was admitted in principle, but with the collateral condition that rigorous requirements of the redesign for structural reinforcement and the large-scale geographic surveys and rock tests had to be fulfilled.

Kansai Electric performed its duties of (i) the structural reinforcement by the gravity wing dams at both sides of the arch portion, (ii) the execution of large-scale geographic surveys and rock tests,[9][10][11][12] and (iii) the installation of a long-term high-precision measuring system for static and dynamic behaviors of the dam.[13] As a result, the expected construction cost of 50 billion yen was expanded to 51.3 billion yen.

Victory over Geographic Difficulties

The Kurobe River originating in the Northern Japan Alps has an annual precipitation of 3,800mm, an average river slope of 1/40, and an average snowfall of 5m, and hence it had long been regarded as an ideal site for hydropower generation. To harness these precious power generation resources, different efforts had been attempted since the 1920s, on which numbers of dramatic stories were written in several nonfiction novels. Actually, the project of the Kuroyon and the Kurobe Dam confronted serious obstacles due to (a) the nationwide requirements of rigorous conservation for the natural environment and the scenic beauty of the Chubu-Sangaku National Park, (b) terribly hard access due to rugged Kurobe Gorge, and (c) exceptional snowfall and frequent avalanches in winter. In view of (a) and (c), all facilities of powerhouse, substation, switchyard, and supporting equipments, were built completely underground. On the other hand, in terms of (b) and (c), a tunnel of 5.4km length, called the ‘Kanden Tunnel’, was dug through mountains to transport a great amount of materials and equipments from Ohmachi-City to the construction site. Meanwhile, the tunnel excavation encountered a huge crumbly fracture zone, where spring water of 4℃flew into the tunnel with a torrential force of 660 liters per second. However, after 7 months, the huge fracture zone was successfully penetrated by means of 10 piles 500m in length for extracting water, additional drilling 2,900m in length, and feeding a chemical fluid with 230 tons of cement.

A best-selling novel titled “The Sun in Kurobe”, a long-running movie based on this novel, and NHK’s TV programs “Project X”, as illustrated in Fig. 10, were made on the basis of this monumental achievement of the Kuroyon and the Kurobe Dam. Thus the Kuroyon has still deeply fascinated Japanese hearts as an evidence of the achievement of postwar reconstruction and economic growth by overcoming formidable environments. Even now the Kuroyon and the Kurobe Dam are the most popular hydropower generating site in Japan.

Location(s) of Milestone plaque(s)

(i) At the entrance of the Kurobe River No.4 Hydropower Plant:

Address: Unazuki-machi, Kurobe-shi, Toyama, 938-0200 Japan

GPS: N 36.64486 E 137.68964

(ii) In front of the Kurobe Dam:

Address: Ashikuraji, Tateyama-machi, Nakaniikawa-gun, Toyama, 930-1406 Japan

GPS: N 36.56644 E 137.66213

References

  1. S.Mori, private communication.
  2. The Kansai Electric Power Co., Inc. (ed.): 50 Years’ Corporate History of Kansai Electric Power Co., Inc., 2002 (in Japanese).
  3. T. Kitsukawa, J.Hashimoto, H.Yamazaki, and K.Yasui (ed.): 100 Years’ History of Electric Industry in Kansai Regionn, 1987 (in Japanese).
  4. Y.Fujisawa and K.Kojima: “Study of 287.5kV high oil pressure OF cable-(Report 1)”, J. Sumitomo Electric Industries, pp. 57-78, vol. 71, 1959 (in Japanese).
  5. K.Kojima: “Study of 287.5kV high oil pressure OF cable-(Report 2)”, J. Sumitomo Electric Industries, pp. 10-33, vol. 72, 1959 (in Japanese)
  6. S.Taniai: “Test result of the carrier current distance relay protective system on the extra high voltage transmission system”, Toshiba Review, pp.586-596, vol.8, no.,8, 1953 (in Japanese). See Attachment 9.
  7. S.Kamiya: “Design and construction of transmission line between Kuroyon and Shin-Aimoto, DenkiKoron, pp. 211-216, Jan. 1961 (in Japanese).
  8. T.Fujita, H.Kishio, T.Ushio, N.Nagai, and A.Seki: “The first 275kV series capacitor application in Japan: Its installation and field tests”, Report of Summer Meeting of IEEE Power Engineering Society, San Francisco, July 1975.
  9. 9.0 9.1 The Construction Department of the Kansai Electric Power Co., Inc.: “Mechanical behavior of Kurobe IV dam and its foundation especially the difference from the result of calculation”, Proc. Commision Internationale Des Grands Barrages, pp. 53-71, Istamboul, 1967.
  10. 10.0 10.1 M.Nose: “Observation and measurement of dynamic behavior of the Kurobe Dam”, pp. 461-479, Monteal, ibid., Motreal, 1970.
  11. 11.0 11.1 M.Yoshida: “Mechanical behavior or Kurobe Dam and its foundation and safety of the dam”, ibid., pp. 17-38, Rio de Janeiro, 1982.
  12. 12.0 12.1 T.Watanabe and Y.Takemura: “Characteristics of staged construction in Kurobe Dam”, ibid., pp. 453- 473, 1994.
  13. 13.0 13.1 M.Tezuka, K.Kataoka, and Y. Shigemitsu: “Long-term behavior of Kurobe Dam and its foundation rock”, ibid., pp. 1337-1361, 2000.

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