Type | Method |
---|---|
HD | Fully Dynamic |
Working Directory
E:\Dokumente\unt\MIKEDoku\MIKE+\Strasseneinlauf\Modell
File name | Last modified | Directory |
---|---|---|
mp22strasseneinlauf.sqlite | 13.03.2022 22:45:51 | . |
File name | Last modified | Directory |
---|---|---|
s18-Sohlhoehe99_BaseDefault_Network_HD.res1d | 13.03.2022 22:47:26 | E:\Dokumente\unt\MIKEDoku\MIKE+\Strasseneinlauf\Modell\Ergebnisse |
Simulation start date | Simulation end date | Duration of simulation [dd.HH:mm:ss] |
---|---|---|
12.03.2022 00:00:00 | 12.03.2022 00:50:00 | 00.00:50:00 |
Time step type | Minimum time step [sec] | Maximum time step [sec] | Save time step [HH:mm:ss] |
---|---|---|---|
Fixed | 5 | 5 | 00:00:15 |
Simulation start date | Simulation end date | Duration of simulation [dd.HH:mm:ss] |
---|---|---|
13.03.2022 22:47:24 | 13.03.2022 22:47:26 | 00.00:00:01 |
Volume [m^3] | |
---|---|
(1) Start volume in reaches, manholes, and structures | 0,117 |
(2) End volume in reaches, manholes, and structures | 65,25 |
(3) Total inflow | 3'600,0 |
- Internal nodes | 3'600,0 |
(4) Total outflow | 3'535,5 |
- Water Level boundaries | 3'535,5 |
(5) Water generated in empty parts of the system | 0,083 |
(2-1) - (3-4+5) | [m^3] | % of total inflow | Time of maximum |
---|---|---|---|
At end of simulation | 0,591 | 0,0 | |
Maximum deviation from 0 | 0,613 | 0,0 | 12.03.2022 00:06:45 |
Boundary ID | Type | Locations | Items |
---|---|---|---|
Zulauf | inflow | Node_1 | Constant boundary item 2.0000 m^3/s. |
Notes
G: Max level exceeds ground level
C: Max level exceeds critical level
Node ID | Minimum [m] | Maximum [m] | Ground Level [m] | Ground Level - Maximum [m] | Time of Minimum | Time of Maximum | Note |
---|---|---|---|---|---|---|---|
Node_1 | 105,51 | 105,91 | 110,50 | 4,59 | 12.03.2022 00:00:05 | 12.03.2022 00:40:05 | |
Node_2 | 99,00 | 100,38 | 105,00 | 4,62 | 12.03.2022 00:00:05 | 12.03.2022 00:40:20 | |
Node_3 | 95,00 | 95,38 | 100,00 | 4,62 | 12.03.2022 00:00:05 | 12.03.2022 00:40:40 | |
Node_4 | 98,00 | 98,24 | 105,00 | 6,76 | 12.03.2022 00:00:05 | 12.03.2022 00:46:25 | |
Node_5 | 95,00 | 95,24 | 100,00 | 4,76 | 12.03.2022 00:00:05 | 12.03.2022 00:45:35 |
Number of Ground level exceedings: 0
Number of Critical level exceedings: 0
No spilling nodes in network
Structure ID | From Node | To Node | Minimum [m^3/s] | Maximum [m^3/s] | Total discharge [m^3] | Time of Minimum | Time of Maximum |
---|---|---|---|---|---|---|---|
CurbInlet_1 | Node_2 | Node_4 | 0,000 | 0,340 | 887,0 | 12.03.2022 00:00:05 | 12.03.2022 00:49:35 |
Reach ID | From Node | To Node | Qfull [m^3/s] | Maximum water level [m] | Maximum discharge [m^3/s] | Max depth / diameter | Max discharge / Qf | Total discharge [m^3] | Time of max water level | Time of max discharge |
---|---|---|---|---|---|---|---|---|---|---|
Link_1 | Node_1 | Node_2 | 4,691 | 105,91 | 2,000 | 0,46 | 0,43 | 3'592,7 | 12.03.2022 00:40:05 | 12.03.2022 00:40:20 |
Link_2 | Node_2 | Node_3 | 4,473 | 100,38 | 1,660 | 0,42 | 0,37 | 2'677,6 | 12.03.2022 00:40:20 | 12.03.2022 00:40:35 |
Link_3 | Node_4 | Node_5 | 0,710 | 98,24 | 0,340 | 0,49 | 0,48 | 884,4 | 12.03.2022 00:46:25 | 12.03.2022 00:45:50 |
Reach ID | From Node | To Node | Upstream level [m] | Downstream level [m] | Length [m] | Height [m] | Slope | Qfull [m^3/s] |
---|---|---|---|---|---|---|---|---|
Link_1 | Node_1 | Node_2 | 105,5 | 100,00 | 100,00 | 0,900 | 0,055 | 4,691 |
Link_2 | Node_2 | Node_3 | 100,00 | 95,00 | 100,00 | 0,900 | 0,050 | 4,473 |
Link_3 | Node_4 | Node_5 | 98,00 | 95,00 | 103,6 | 0,500 | 0,029 | 0,710 |