일제하 양배수장형 수리조합에서의 양수기술과 단위용·배수량의 변천
Transition of Pumping Technology, Irrigation Water Requirement, and Unit Area Drainage Discharge at Pumping Station-based Irrigation Associations in South Korea during Japanese Colonial Period
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참고문헌
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초록
The purpose of this study is to investigate transition of pumping technology, irrigation water requirement, and unit area drainage discharge at thePumping station-based Irrigation Associations (PIAs) in South Korea during Japanese colonial period (1910-1945). The PIAs established pumpingstations and embankments along rivers for the purpose of irrigation, drainage and flood prevention until the mid-1920s. From the late 1920s after majorriver improvement projects, newly established PIAs did not include the flood prevention in their purpose of establishment. The design criteria of theirrigation and drainage projects, such as irrigation water requirements, design rainfall, and allowable ponding duration were decided according to thecircumstances of PIAs. The gross irrigation water requirement of paddy fields increased from the 1920s to the 1940s, and reached the level of 0.0020m3/s/ha (19 mm/d) in the 1940s for the fairly good irrigation status in the drought. The great floods of 1930, 1933, and 1934 triggered the increasein drainage discharge in the late 1930s, leading to the unit area drainage discharge of 0.9-2.6 m3/s/km2 for natural drainage and 0.3-1.1 m3/s/km2 forpump drainage. Therefore, several PIAs near the major rivers could avoid repetitive floods damage.
Abstract
The purpose of this study is to investigate transition of pumping technology, irrigation water requirement, and unit area drainage discharge at thePumping station-based Irrigation Associations (PIAs) in South Korea during Japanese colonial period (1910-1945). The PIAs established pumpingstations and embankments along rivers for the purpose of irrigation, drainage and flood prevention until the mid-1920s. From the late 1920s after majorriver improvement projects, newly established PIAs did not include the flood prevention in their purpose of establishment. The design criteria of theirrigation and drainage projects, such as irrigation water requirements, design rainfall, and allowable ponding duration were decided according to thecircumstances of PIAs. The gross irrigation water requirement of paddy fields increased from the 1920s to the 1940s, and reached the level of 0.0020m3/s/ha (19 mm/d) in the 1940s for the fairly good irrigation status in the drought. The great floods of 1930, 1933, and 1934 triggered the increasein drainage discharge in the late 1930s, leading to the unit area drainage discharge of 0.9-2.6 m3/s/km2 for natural drainage and 0.3-1.1 m3/s/km2 forpump drainage. Therefore, several PIAs near the major rivers could avoid repetitive floods damage.
참고문헌 (24)
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