<p>The Jianan Irrigation Waterways encompass both the Wushantou Reservoir system and the Zhuoshui River irrigation system. The Waterways supply water to an area of 50,000 hectares, covering the region north of Zhuoshui River to the south end of Beigang River.</p> <p> </p> <p>Supervision of the Zhuoshui River irrigation system was transferred to the Taiwan Yunlin Irrigation Association in 1975. The Wushantou system remains under the supervision of the Taiwan Chia-Nan Irrigation Association.</p> <p> </p> <p>Renowned Japanese engineer Yoichi Hatta was tasked with investigating the region for the purpose of building a dam. The original plan was to build a dam at Gueichong River (part of Jishui River), but after initial survey, the proposed location of the dam project was relocated to the upper stream of Guantian River.</p> <p> </p> <p>Hatta also built a weir at Dapu Creek (part of the Zengwun River), altering the water to flow into the East Gate of Wushantou Reservoir. The water then passed through the Wushanling Diversion Tunnel before entering the West Gate of Wushantou Reservoir.</p> <p> </p> <p>The Wushantou Reservoir is situated at the head of Guantian River, and water from the Reservoir runs through networks of canals and diversion dam gates to supply the Jianan Plain Irrigation Waterways.</p> <p> </p> <p>Some of the earliest facilities constructed for the project include:</p> <p> </p> <p><strong>2-1. East Gate (Water Inlet from Zengun River) </strong></p> <p>The East Gate is situated in Dapu Creek, the biggest branch river of the upper Zengwun River. The main structure of the East Gate serves as a river barrier, diverting water to flow through its upper, middle, and lower eight-holed gates. The East Gate work station controls the gates depending on the water level and intake, and there are passages connecting each gate.</p> <p> </p> <p><strong>2-2. Wushanling Diversion Tunnel </strong></p> <p>The water flows into Wushanling Tunnel after passing through the East Gate. The tunnel is 3.1km long, U-shaped, and 5.45m in both height and width. Its inverted arch is made of concrete and the side walls are made of bricks. The gate of the tunnel is released to stem water flow when dam maintenance is required.</p> <p> </p> <p><strong>2-3. West Gate (Water Inlet from Guantien River)</strong></p> <p>The contemporary distance between the exit of Wushanling Diversion Tunnel and the West Gate is about 1.5km, after which the water flows into the Wushantou Reservoir.</p> <p> </p> <p>The original 1.6km-long channel for leading water to the West Gate was built on gullies, leading to fear over the steep slope’s potential detrimental impact on the tunnel. Therefore, No. 1 Earth Dike was constructed to stabilize the surrounding soil and a 20m-high drain hole at the center of the water basin was created to pump water into the Reservoir.</p> <p> </p> <p>The project was planned in 1939 and completed in 1947, making it the first soil-and-water conservation facility created for the Reservoir. The beautiful scenery around the facility has earned it the nickname “Little Switzerland.”</p> <p> </p> <p>To store the water flowing out from the Wushanling Diversion Tunnel, the Wushantou Reservoir was built in Guantian Township. It is one of the few dams constructed using the semi-hydraulic fill method that remain operational today.</p> <p> </p> <p>The Reservoir is 56 meters tall, 1,273 meters wide, and stands 66.66 meters above sea level. The top of the Reservoir is 9 meters in width, and the bottom is 303 meters in width. It was constructed using 5.3 million cubic meters of rocks to fill in the breaches of the valley and form a huge water basin. Its primary inflows are from Dapu River and water is fed into the Reservoir through the Wushanling Diversion Tunnel.</p> <p> </p> <p>It is a classic example of an off-site reservoir, boasting a water storage capacity of 154 by 106 cubic meters. Surface area amounts to a total of 13km² at full capacity, and its 58km² catchment basin encompasses theLiujia, Danei, Guantien, and Dongshan districts of Tainan County.</p> <p> </p> <p><strong>2-5. Spillway </strong></p> <p>The southern end of the Reservoir is equipped with a 636-meter-long and 10-meter-high chute spillway. The width of the spillway entrance is 130 meters and the width of its exit is 18 meters.</p> <p> </p> <p>When maximum water level is topped at 58.18 meters, excesswater can be released from the Reservoir top at a speed of 1,502 cubic meters per second into Guantien River to prevent water from exceeding capacityand damaging the dam infrastructure.</p> <p><br /> <strong>2-6. Gatehouse and Stilling Basin </strong></p> <p>Water then flows into a water tower at the center of the Reservoir before being processed for the stilling basin. The water tower is indiscernible when the Reservoir is at full capacity; only its steel-wire top can be seen above the water.</p> <p>Inside the tower, two penstocks both with a diameter of 2.73 meters deliver the water to 3 sub-sets of vaults, including a set of 6 pintle vaults, which then inject the water into the stilling basin to dissipate pressure and reduce speed. The two penstocks are of different lengths – 168.93 meters and 162.03 meters, respectively. </p> <p> </p> <p><strong>2-7. Kaplan Turbine and Surge Pools </strong></p> <p>A surge pool at the left bank of the stilling basinwas once used together with a Kaplan turbine to provide power for the reservoir gates. The Kaplan turbine was manufactured by Hitachi and carried a capacity of 50 kilowatts. To protect the turbine, another surge pool was installed at the left bank of the stilling basin to release excess pressure from the water during the opening or closing of dam gates.</p> <p> </p> <p>Hitachi once offered to replace the old machine with a newer model in return for ownership of the Kaplan turbine, but the offer was declined by the Taiwan Chia-Nan Irrigation Association. The turbine is currently preserved as a heritage relic.</p> <p> </p> <p>The water is then transported by a 1.6km-long canal from the gatehouse and stilling basin to the irrigation network. The control station at the end of the canal is responsible for operating two flood gates and diverting water into the northern and southern irrigation networks.</p> <p><br /> <strong>2-9. Northern and Southern Irrigation Networks </strong></p> <p>The 10km-long southern irrigation network runs through the districts of Guantian, Shanhua, and Hsinhua before dividing into branch canals such as the Madou branch, Shanhua branch, and southern branch to supply water for central and southern Taiwan.</p> <p> </p> <p>The 47.9km-long northern irrigation network runs through the districts of Guantian, Liujia, Liuying, Dongshan, and Houbi in Tainan, as well as Shuishang Township, Taibao City, and Xingang Township in Chiayi County.</p> <p> </p> <p>The northern irrigation network also supplies water to the regions of Liufengying, Xinying, Bazhang River, Puzi, and Dongshi before ending at the south shore of Beigang River. Altogether, the northern network provides for all of northern Tainan and Chiayi County townships, except for the mountainous regions.</p> <p> </p> <p>At the start of the Jianan Irrigation Waterways construction, engineers had already developed the idea of combining the Zhoushui irrigation network supplied by Zhoushui River with the Jianan northern irrigation network supplied by the Wushantou Reservoir. A culvert was built at the end of the reservoir-based northern network to connect the Jianan waters to the run-of-the-river Zhoushui network.</p> <p> </p> <p><strong>2-10. Irrigation and Drainage Systems </strong></p> <p>An irrigation system depends on primary sources like large, medium, and small water-carrying canals, secondary sources like rivers, and tertiary sources like surface runoff and groundwater seepage from rainfall. As such, arable land is irrigated by an even distribution of irrigation and drainage systems.</p> <p> </p> <p>The complete Jianan Irrigation Waterways encompass 1,056km in large drainage canals, and 6,000km in medium and small drainage canals. Many of its drainage systems, including the Yanshui River drainage system, have a water catchment area of more than 10,000 hectares.</p> <p> </p> <p>The drainage network contributed greatly to the agricultural production, urban environment, and mining operations in the Jianan region by maintaining ecological balance and ensuring the prosperity and continuation of people’s lives.</p> <p><br /> <strong>2-11. Levees</strong></p> <p>The Jianan Irrigation Waterways were constructed before the science of hydraulic engineering was fully developed in Taiwan, and technology had yet to introduce concepts such as flood banks and embankment. Instead, levees such as the 226km-long Liujiao Levee were built alongside entire rivers to prevent flooding.Today, many of such levees have been replaced by river flood banks; those that remain have been reinforced and serve as a secondary line of defense against flooding.</p> <p> </p> <p>Levees as long as 104km were also build along coastal regions to protect farm land and water sources from saltwater intrusion and soil salinization. These coastal flood prevention levees were also equipped with automatic floodgates. Today, the levee system has been replaced by coastal embankment.</p> <p> </p> <p><strong>2-12. Irrigated Area </strong></p> <p>The Wushantou Reservoir and its waterways were divided into two main irrigation networks upon completion – the Wushantou Northern and Southern Networks and the Zhuoshui Irrigation Network. The Wushantou irrigation area covered 83,000 hectares in Tainan City and Chiayi County, and the Zhuoshui irrigation area covered 43,000 hectares in Yunlin County. Moreover, there were 26,000 hectares of special irrigation areas that took water from rivers and ponds. In total, 152,000 hectares benefitted from the irrigation networks.</p> <p> </p> <p><strong>2-12-1. Irrigation Implementation</strong></p> <p>Irrigation began in 1930 upon the completion of the waterways. The distribution of water, waterway maintenance, discharge schedule, and irrigation requirements have since been managed by the Taiwan Chia-Nan Irrigation Association. The association also trains farmers on water supply management.</p> <p> </p> <p><strong>2-12-2. Economic Gains of Irrigation</strong></p> <p>The association helped to improve the land condition of Jianan Plain, which used to suffer from both droughts and downpours, and changed the landscape of barren lands and aquaculture farms along the coast. Within three years, Jianan Plain was supporting productive farms and sugarcane fields.</p> <p> </p> <p>Compared with the time before the construction of waterways (before and after 1930), the average profit per hectare had soared from NT$90.47 to NT$742.30, which was eight times the previous figure. Land price also increased more than five times from NT$313 to NT$1,600 per hectare.</p> <p> </p> <p>Regarding the total farming area, paddy fields increased from 13,160 hectares to 41,828 hectares, with the harvest amount increasing by 6.4 times. The sugarcane fields also increased from 31,486 hectares to 45,321 hectares, with the harvest amount increasing by 3.4 times.</p> <p> </p> <p>Although the area for miscellaneous crops was reduced from 89,689 hectares to 40,065 hectares, the production output increased by 0.7 times due to the improvement of land quality. About 13,400 hectares of barren fields were also turned into farmable land.</p>