Flow Characteristics of Lateral Irrigation Canals Diverted from Kimje Main Canal in Dongjin Irrigation Area
2012
Choi, J.K., Chonbuk National University, Jeonju, Republic of Korea | Son, J.G., Chonbuk National University, Jeonju, Republic of Korea | Kim, J.T., Rural Research Institute, Ansan, Republic of Korea | Kim, Y.J., Chonbuk National University, Jeonju, Republic of Korea
The study was carried out to investigate the dimension of irrigation canal, and measure the water flow of those diverted from Kimje main canal in Dongjin irrigation area. The rating curves indicating the relationships between water level and discharge of the lateral canals were induced using the measured data with high regression coefficients of 0.957~0.999 at inlet points and 0.932~0.998 at end points, respectively. And Manning's roughness coefficients were estimated as the ranged from 0.015 to 0.074 at inlet points and 0.056 to 0.089 at end points with rectangular type of concrete open irrigation canals, the Manning's roughness coefficients of the end points were less than those values of the end points, which may be considered as the deposition of the bottom sediments.
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