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Abstract 3
요약문 4
1. 서론 5
2. 모델전개 8
3. 모델해석 10
4. 시나리오 분석 12
5. 결론 17
참고문헌 18
Fig. 1. An example of baffle deployment to form artificial stream in multi-purpose filtration pond. 25
Fig. 2. Schematization of flow with gradually decreasing discharge in the artificial stream of a multi-purpose filtration pond. 26
Fig. 3. Change in water-depth profiles in response to the grid sizes of 10m, 100m, 500m and 1,000m(S0=1/10,000, n=0.025, q=2m³/m²-sec, Qout=1,000m³/day, L=10,000m).(이미지참조) 27
Fig. 4a. Water-depth profiles according to the bottom slope of the artificial stream of multi-purpose filtration pond(q=2m³/m²-day, n=0.025, Qout=1000m³/day, L = 10,000m).(이미지참조) 28
Fig. 4b. Velocity distributions according to the bottom slope of the artificial stream of multi-purpose filtration pond(q=2m³/m²-day, n=0.025, Qout= 1000m³/day, L=10,000m).(이미지참조) 29
Fig. 5a. Water-depth profiles according to the infiltration rate of the artificial stream of multi-purpose filtration pond(So=2/10,000, n=0.025, Qout=1,000m³/day, L=10,000m).(이미지참조) 30
Fig. 5b. Velocity distributions according to the infiltration rate of the artificial stream of multi-purpose filtration pond(So=2/10,000, n=0.025, Qout=1,000m³/day, L=10,000m).(이미지참조) 31
Fig. 6a. Water-depth profiles according to the Manning's n of the artificial stream of multi-purpose filtration pond(So=2/10,000, q=2.5m³/m²-day, Qout=1,000m³/day, L=10,000m).(이미지참조) 32
Fig. 6b. Velocity distributions according to the Manning's n of the artificial stream of multi-purpose filtration pond(So=2/10,000, q=2.5m³/m²-day, Qout=1,000m³/day, L=10,000m).(이미지참조) 33
Fig. 7a. Water-depth profiles according to the length of the artificial stream of multi-purpose filtration pond(So=2/10,000, q=2.5m³/m²-day, n=0.026, Qout=1,000m³/day).(이미지참조) 34
Fig. 7b. Velocity distributions according to the length of the artificial stream of multi-purpose filtration pond(So=2/10,000, q=2.5m³/m²-day, n=0.026, Qout=1,000m³/day).(이미지참조) 35
Fig. 8a. Water-depth profiles according to the flow rate at the end of the artificial stream of multi-purpose filtration pond(So=2/10,000, q=2.5m³/m²-day, n=0.026, L=10,000m).(이미지참조) 36
Fig. 8b. Velocity distributions according to the flow rate at the end of the artificial stream of multi-purpose filtration pond(So=2/10,000, q=2.5m³/m²-day, n=0.026, L=10,000m).(이미지참조) 37
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