MIKE 1D Computation Engine 2020


Index







Simulation Type


TypeMethod
HD Fully Dynamic


File Overview


Working Directory

E:\Dokumente\aca\Materialien\MUP-LTS_Uebungsbeispiel\Bestehendes-Modell


Main input file

File nameLast modifiedDirectory
Uebungsbeispiel_LTS.sqlite24.07.2020 17:55:16.


Main output files

File nameLast modifiedDirectory
s01_TWA48hBaseDefault_Network_HD.res1d 24.07.2020 17:56:06 E:\Dokumente\aca\Materialien\MUP-LTS_Uebungsbeispiel\Bestehendes-Modell\Uebungsbeispiel_LTS_m1d - Result Files


Time Overview


Simulation Period

Simulation start dateSimulation end dateDuration of simulation [dd.HH:mm:ss]
01.01.1990 00:00:0003.01.1990 00:00:0002.00:00:00


Time Steps

Time step typeMinimum time step [sec]Maximum time step [sec]Save time step [HH:mm:ss]
Adaptive106000:01:00


Simulation Run Time

Simulation start dateSimulation end dateDuration of simulation [dd.HH:mm:ss]
24.07.2020 17:56:0524.07.2020 17:56:0600.00:00:01


Adaptive Time Step Parameters

ParameterValue
Relative change criteria for inflow time series0.1
Low flow limit for inflow time series0.01
Maximum relative water level change0.1
Maximum variation in Cross Section parameters0.1
Cross check low depth limit (relative)0.04
Cross check level1
Maximum Courant Number20
Pump acceleration/deceleration factor0


HD Summary


Continuity Balance

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 inflowTime 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 Connections


Located Boundaries

Boundary IDTypeLocationsItems
Orewa WaterLevel Auslauf_2 Constant boundary item 1.8000 m.
TW-Abflussinflow S_03 Constant boundary item 0.005000 m^3/s.


No global source boundaries in network


Reaches - Result summary

Reach IDFrom NodeTo NodeQf [m^3/s]Maximum water level [m]Maximum discharge [m^3/s]Max depth / diameterMax discharge / QfTotal discharge [m^3]Time of max water levelTime 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