Type | Method |
---|---|
HD | Fully Dynamic |
Working Directory
E:\Dokumente\aca\Materialien\MUP-LTS_Uebungsbeispiel\Bestehendes-Modell
File name | Last modified | Directory |
---|---|---|
Uebungsbeispiel_LTS.sqlite | 24.07.2020 17:58:43 | . |
File name | Last modified | Directory |
---|---|---|
s01_TWA48hBaseDefault_Network_HD.res1d | 24.07.2020 17:58:50 | E:\Dokumente\aca\Materialien\MUP-LTS_Uebungsbeispiel\Bestehendes-Modell\Ergebnisse |
Simulation start date | Simulation end date | Duration of simulation [dd.HH:mm:ss] |
---|---|---|
01.01.1990 00:00:00 | 03.01.1990 00:00:00 | 02.00:00:00 |
Time step type | Minimum time step [sec] | Maximum time step [sec] | Save time step [HH:mm:ss] |
---|---|---|---|
Adaptive | 10 | 60 | 00:01:00 |
Simulation start date | Simulation end date | Duration of simulation [dd.HH:mm:ss] |
---|---|---|
24.07.2020 17:58:49 | 24.07.2020 17:58:50 | 00.00:00:00 |
Parameter | Value |
---|---|
Relative change criteria for inflow time series | 0.1 |
Low flow limit for inflow time series | 0.01 |
Maximum relative water level change | 0.1 |
Maximum variation in Cross Section parameters | 0.1 |
Cross check low depth limit (relative) | 0.04 |
Cross check level | 1 |
Maximum Courant Number | 20 |
Pump acceleration/deceleration factor | 0 |
Volume [m^3] | |
---|---|
(1) Start volume in reaches, manholes, and structures | 27.05 |
(2) End volume in reaches, manholes, and structures | 46.84 |
(3) Total inflow | 864.0 |
- Water level boundaries | 0.000 |
- Internal nodes | 864.0 |
(4) Total outflow | 854.2 |
- Water Level boundaries | 854.2 |
(5) Water generated in empty parts of the system | 9.517 |
(2-1) - (3-4+5) | [m^3] | % of total inflow | Time of maximum |
---|---|---|---|
At end of simulation | 0.473 | 0.1 | |
Maximum deviation from 0 | 0.473 | 0.1 | 03.01.1990 00:00:00 |
Boundary ID | Type | Locations | Items |
---|---|---|---|
Orewa | WaterLevel | Auslauf_2 | Constant boundary item 1.8000 m. |
TW-Abfluss | inflow | S_03 | Constant boundary item 0.005000 m^3/s. |
Reach ID | From Node | To Node | Qf [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 | S_11 | S_14 | 0.056 | 3.49 | 0.00 | 0.01 | 0.00 | 0.459 | 01.01.1990 00:00:10 | 01.01.1990 00:00:10 |
Link_12 | S_08 | Becken | 1.714 | 1.60 | 0.01 | 0.06 | 0.00 | 860.4 | 01.01.1990 00:52:37 | 01.01.1990 00:53:31 |
Link_13 | Becken | Auslauf | 0.177 | 1.43 | 0.01 | 0.12 | 0.03 | 854.3 | 01.01.1990 07:47:47 | 01.01.1990 07:48:44 |
Link_14 | S_04 | Auslauf_2 | 12.02 | 1.80 | 0.00 | 2.88 | 0.00 | 0.000 | 01.01.1990 04:23:44 | 01.01.1990 04:00:32 |
Link_15 | S_01 | S_02 | 0.529 | 4.25 | 0.00 | 0.01 | 0.00 | 4.220 | 01.01.1990 00:00:10 | 01.01.1990 00:00:10 |
Link_16 | S_02 | S_03 | 0.262 | 2.97 | 0.00 | 0.14 | 0.00 | 3.406 | 01.01.1990 00:01:42 | 03.01.1990 00:00:00 |
Link_2 | S_14 | S_16 | 0.148 | 3.27 | 0.00 | 0.01 | 0.00 | 1.214 | 01.01.1990 00:00:10 | 03.01.1990 00:00:00 |
Link_25 | S_10 | S_03 | 0.077 | 3.47 | 0.00 | 0.28 | 0.00 | 0.598 | 01.01.1990 00:00:10 | 01.01.1990 00:00:10 |
Link_3 | S_07 | S_08 | 1.514 | 1.95 | 0.01 | 0.05 | 0.00 | 864.6 | 01.01.1990 00:39:02 | 01.01.1990 00:48:05 |
Link_4 | S_03 | S_06 | 0.201 | 2.37 | 0.01 | 0.12 | 0.03 | 867.1 | 01.01.1990 00:07:25 | 01.01.1990 00:20:03 |
Link_5 | S_16 | S_07 | 0.090 | 3.21 | 0.00 | 0.01 | 0.00 | 1.722 | 03.01.1990 00:00:00 | 01.01.1990 11:47:43 |
Link_6 | S_06 | S_07 | 0.914 | 2.10 | 0.01 | 0.05 | 0.01 | 866.8 | 01.01.1990 00:23:39 | 01.01.1990 00:26:22 |
Link_7 | S_02 | S_05 | 0.268 | 2.97 | 0.00 | 0.01 | 0.00 | 2.973 | 01.01.1990 00:00:10 | 01.01.1990 14:17:14 |
Link_8 | S_12 | S_14 | 0.041 | 3.50 | 0.00 | 0.01 | 0.00 | 0.332 | 01.01.1990 00:00:10 | 03.01.1990 00:00:00 |
Link_9 | S_05 | S_06 | 0.355 | 2.56 | 0.00 | 0.07 | 0.00 | 3.948 | 01.01.1990 00:00:10 | 01.01.1990 00:36:19 |