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MIKE SWMM – Example domain<br />
[m]<br />
[m3/s]<br />
57.0<br />
4.0<br />
56.5<br />
Time Series SWMM EXTRAN, WATER LEVEL JUNCTIONS<br />
Time Series SWMM Runoff Discharge<br />
SWMM EXTRAN, WATER LEVEL JUNCTIONS<br />
60<br />
SWMM Runoff Discharge<br />
20<br />
External TS 1<br />
50<br />
Salem Street (Stage,ft) 80<br />
100<br />
56.0<br />
3.5<br />
55.5<br />
3.0<br />
55.0<br />
54.5<br />
2.5<br />
54.0<br />
2.0<br />
53.5<br />
53.0<br />
1.5<br />
52.5<br />
52.0<br />
1.0<br />
51.5<br />
0.5<br />
51.0<br />
0.0 00:00:00<br />
1-5-2000<br />
00:00:00<br />
21-5-2001<br />
06:00:00 12:00:00 18:00:00 00:00:00 06:00:00 12:00:00 18:00:00 00:00:00<br />
2-5-2000<br />
3-5-2000<br />
04:00:00 08:00:00 12:00:00 16:00:00 20:00:00 00:00:00<br />
22-5-2001<br />
04:00:00 08:00:00 12:00:00<br />
Figure 2: The simulated and calibrated results in junction<br />
Figure 1: The simulated flow rates in four subcathments
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