HYDRO_AS-2D result files
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HYDRO_AS-2D simulation result files include the files Q_strg.dat, Pegel.dat and BW_TMP.DAT, all of which can be imported by BlueM.Wave.
Q_strg.dat
Sample Q_strg.dat (HYDRO_AS-2D version 2):
Abflußmengen durch die Kontrollquerschnitte
-------------------------------------------
Punktnummern: jeweils der erste Punkt im Nodestring
117470 89466 21073 5064 27521 37899 75074 58436 193539
Zeit [h] Abfluß [m^3/s]
-----------------------------------------------------------------------------------------
0.0028 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.0833 0.000 0.340 0.050 0.320 0.070 0.080 0.110 0.090 0.000
0.1667 0.000 0.680 0.090 0.600 0.120 0.150 0.220 0.180 0.000
0.2500 0.000 1.020 0.140 0.880 0.180 0.220 0.330 0.260 0.000
0.3333 0.000 1.360 0.180 1.160 0.240 0.300 0.430 0.350 0.000
0.4167 0.000 1.700 0.230 1.440 0.300 0.370 0.540 0.430 0.000
0.5000 0.000 2.040 0.270 1.720 0.360 0.440 0.650 0.520 0.000
0.5833 0.000 2.380 0.320 2.010 0.420 0.510 0.760 0.600 0.000
0.6667 0.000 2.720 0.360 2.290 0.430 0.580 0.860 0.690 0.000
0.7500 0.000 3.050 0.410 2.570 0.430 0.650 0.970 0.770 0.000
0.8333 0.937 3.390 0.450 2.850 0.430 0.720 1.080 0.860 0.000
0.9167 1.540 3.420 0.500 3.130 0.430 0.790 1.180 0.940 0.000
1.0000 1.980 3.420 0.540 3.410 0.430 0.860 1.290 1.030 0.000
1.0833 2.100 3.420 0.590 3.690 0.430 0.930 1.290 1.110 0.000
1.1667 2.151 3.420 0.630 3.970 0.430 0.970 1.290 1.120 0.000
1.2500 2.184 3.420 0.630 4.250 0.430 0.970 1.290 1.120 0.070
Sample Q_strg.dat (HYDRO_AS-2D version 5):
Abflussmengen durch die Kontrollquerschnitte
-------------------------------------------
Punktnummern: jeweils der erste Punkt im Nodestring
21534 26887 28389 27866 61596 65496 62228 61975 65573 33697 53645 54492 64821 49873 1
Name: 01 02 03 04 05 06 07 08 09 21 22 Aulauf_Ie_VorAuslauf_Ie_AlAuslauf_Ie_VoHQ10
Zeit [h] Abfluss [m^3/s]
---------------------------------------------
0.0028 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.0833 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.1667 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.999
0.2500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000
0.3333 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.999
0.4167 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.000
0.5000 0.987 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.999
0.5834 1.803 0.947 0.050 0.000 0.000 0.000 0.000 0.000 0.000 0.003 0.000 0.000 0.000 0.000 3.000
0.6667 2.289 1.805 0.649 0.623 0.000 0.000 0.000 0.000 0.000 0.841 0.000 0.000 0.000 0.000 4.000
0.7500 2.908 2.506 1.116 1.084 0.000 0.000 0.000 0.000 0.000 1.188 0.000 0.000 0.000 0.000 4.000
0.8333 3.367 3.068 1.499 1.485 0.000 0.000 0.000 0.000 0.000 1.407 0.028 0.000 0.000 0.000 5.000
0.9167 4.113 3.634 1.903 1.874 0.000 0.000 0.000 0.000 0.000 1.467 0.015 0.000 0.000 0.000 7.000
1.0000 5.521 4.703 2.878 2.745 0.000 0.000 0.000 0.000 0.000 1.421 0.010 0.000 0.000 0.000 10.000
Pegel.dat
Sample Pegel.dat:
Ermittelte Wasserstände für die Pegelpunkte
-------------------------------------------
Punktnummern (ID Nr. der Nodes des Berechnungsnetzes )
213485
Zeit [h] Wasserstand [m ü NN]
-----------------------------------------------------------------------------------------
0.0028 338.930
0.0833 338.930
0.1667 338.930
0.2500 338.930
0.3333 338.930
0.4167 338.930
0.5000 338.930
0.5833 338.930
0.6667 338.930
0.7500 338.930
0.8333 338.930
0.9167 338.930
1.0000 338.930
1.0833 339.011
1.1667 339.320
1.2500 339.421
BW_TMP.DAT
Sample BW_TMP.DAT:
-----------------------------------------------------------------------
Abflußmengen durch die Bauwerkssegmente: Zeit = 10.00000 [Sek]
IJBW_Seg-1 IJBW_Seg-2 QBW_Seg [m^3/s] WSPL-1 [müNN] WSPL-2 [müNN]
307806 308527 7.2600004E-16 518.3315 516.1400
307462 308528 1.4520001E-15 517.4860 515.7187
307461 308165 1.4520001E-15 517.9631 515.7187
307120 307809 1.4520001E-15 517.9702 515.7188
307119 307465 1.4520001E-15 518.0110 515.7188
307118 307122 7.2600004E-16 518.2842 515.8912
280368 280369 8.4500002E-16 538.1265 537.9545
280421 280432 1.6900000E-15 537.3901 537.1584
280422 280495 1.6900000E-15 537.7281 537.5312
-----------------------------------------------------------------------
Abflußmengen durch die Bauwerkssegmente: Zeit = 500.0079 [Sek]
IJBW_Seg-1 IJBW_Seg-2 QBW_Seg [m^3/s] WSPL-1 [müNN] WSPL-2 [müNN]
307806 308527 1.8973968E-21 518.3315 516.1400
307462 308528 3.7947936E-21 517.4860 515.7187
307461 308165 3.7947936E-21 517.9631 515.7187
307120 307809 3.7947936E-21 517.9702 515.7188
307119 307465 3.7947936E-21 518.0110 515.7188
307118 307122 1.8973968E-21 518.2842 515.8912
280368 280369 2.2084026E-21 538.1265 537.9545
280421 280432 4.4168052E-21 537.3901 537.1584
280422 280495 4.4168052E-21 537.7281 537.5312
Notes:
- Wave only checks whether the filename is
Q_strg.dat,Pegel.datorBW_TMP.DATin order to assess whether the file is a HYDRO_AS-2D file. - Units are assumed to be "m³/s" for
Q_strg.datandBW_TMP.DATfiles and "müNN" forPegel.datfiles. - When importing
Q_strg.datfiles of HYDRO_AS-2D version 5, Wave uses the names in line 5 instead of the node IDs in line 4 as series titles (since r531) - Wave currently only imports the flow values (
QBW_Seg) fromBW_TMP.DATfiles. - Wave converts the simulation times to dates after a user defined start date (default: Jan 1st, 2000, i.e. simulation time 10 h becomes 01.01.2000 10:00:00)