In order to attain a sound and sustainable water environment, it is important to carry out the environmental management of the watershed. For this purpose, knowledge on the pollutant runoff mechanism from non-point sources becomes very important especially under rainy conditions. At Isahaya, Nagasaki, Japan, a big project of construction of sea-dyke and reclamation is now going on, so reducing the pollutant runoff, especially from non-point sources, becomes more important. Some runoff models of rainwater are developed to predict the rate of pollutant loads from the non-point sources, and their results are compared with each other to investigate the accuracy of prediction. In this paper, runoff analysis of both rainwater and pollutants has been carried out using three models: the tank model, the kinematic wave (K-W) model, and a model using the digital elevation model (DEM). For precise estimation, it becomes necessary to identify the parameters included in these models. Here, total nitrogen has been considered as pollutants, and detachment rates are evaluated, correlated with a class of land use, soil type, and moisture content. Finally, it has been shown that pollutant runoff from non-point sources can be predicted fairly well, identifying the model parameter appropriately.
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Research Article|
December 01 2002
Pollutant runoff from non-point sources and its estimation by runoff models
M. Noguchi;
M. Noguchi
1Department of Civil Engineering, Nagasaki University, 1-14, Bunkyo-cho, Nagasaki, 852-8521, Japan
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T. Hiwatashi;
T. Hiwatashi
1Department of Civil Engineering, Nagasaki University, 1-14, Bunkyo-cho, Nagasaki, 852-8521, Japan
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Y. Mizuno;
Y. Mizuno
1Department of Civil Engineering, Nagasaki University, 1-14, Bunkyo-cho, Nagasaki, 852-8521, Japan
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M. Minematsu
M. Minematsu
1Department of Civil Engineering, Nagasaki University, 1-14, Bunkyo-cho, Nagasaki, 852-8521, Japan
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Water Sci Technol (2002) 46 (11-12): 407–412.
Citation
M. Noguchi, T. Hiwatashi, Y. Mizuno, M. Minematsu; Pollutant runoff from non-point sources and its estimation by runoff models. Water Sci Technol 1 December 2002; 46 (11-12): 407–412. doi: https://doi.org/10.2166/wst.2002.0770
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