Real-Time Execution Monitoring with Callbacks¶
This notebook demonstrates how to use execution callbacks for real-time monitoring of HEC-RAS plan execution.
What you'll learn: - ConsoleCallback for basic output - FileLoggerCallback for logging to file - ProgressBarCallback with tqdm - SynchronizedCallback for thread safety - Creating custom callbacks
Python
from pathlib import Path
import sys
import os
# Flexible imports
try:
from ras_commander import init_ras_project, RasCmdr, RasExamples, ExecutionCallback
from ras_commander.callbacks import ConsoleCallback, FileLoggerCallback, ProgressBarCallback, SynchronizedCallback
except ImportError:
parent_directory = Path(os.getcwd()).parent
sys.path.append(str(parent_directory))
from ras_commander import init_ras_project, RasCmdr, RasExamples, ExecutionCallback
from ras_commander.callbacks import ConsoleCallback, FileLoggerCallback, ProgressBarCallback, SynchronizedCallback
Python
project_path = RasExamples.extract_project("Muncie", suffix="115_callbacks")
init_ras_project(project_path, "6.6")
Text Only
<ras_commander.RasPrj.RasPrj at 0x1a18e278bf0>
1. ConsoleCallback - Basic Console Output¶
ConsoleCallback prints HEC-RAS output directly to the console.
Python
print("=== ConsoleCallback Demo ===")
callback = ConsoleCallback(verbose=True)
RasCmdr.compute_plan("01", stream_callback=callback, force_rerun=True)
Text Only
=== ConsoleCallback Demo ===
[Plan 01] Starting execution...
[Plan 01] Command: "<HEC-RAS>\6.6\Ras.exe" -c "<workspace>\examples\example_projects\Muncie_115_callbacks\Muncie.prj" "<workspace>\examples\example_projects\Muncie_115_callbacks\Muncie.p01"
[Plan 01] HEC-RAS - River Analysis System
[Plan 01] Project File: <workspace>\examples\example_projects\Muncie_115_callbacks\Muncie.prj
[Plan 01] Project Name: Muncie 2D Flow Area
[Plan 01] Plan Name: Unsteady Multi 9-SA run
[Plan 01] Short ID: 9-SAs
[Plan 01] Starting Time: 01Jan1900 2400
[Plan 01] Ending Time: 02Jan1900 2400
[Plan 01] ################################################
[Plan 01] # #
[Plan 01] # #
[Plan 01] # 1D and 2D Unsteady Flow Module #
[Plan 01] # #
[Plan 01] # #
[Plan 01] # HEC-RAS 6.6 September 2024 #
[Plan 01] # #
[Plan 01] # 11JUN26 at 13:12:14 #
[Plan 01] # #
[Plan 01] ################################################
[Plan 01] Starting Unsteady Flow Computations
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.08333 to -0.07917 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 15696.24 949.27 4.30643 146 941.72 0.00000 White 15696.24 13500 12500
[Plan 01] Solving for Time Window = -0.08333 to -0.07917 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 15696.24 948.07 1.71231 146 941.72 0.00000 White 15485.51 3254 156
[Plan 01] Solving for Time Window = -0.08333 to -0.07917 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 15696.24 947.57 0.70744 146 941.72 0.00000 White 15485.51 3903 928
[Plan 01] Solving for Time Window = -0.08333 to -0.07917 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 15696.24 947.39 0.26155 146 941.72 0.00000 White 15485.51 4399 708
[Plan 01] Solving for Time Window = -0.08333 to -0.07917 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 4 White
[Plan 01] 4 White 15370.43 945.59 0.06937 146 941.72 0.00000 White 15485.51 4686 410
[Plan 01] Solving for Time Window = -0.08333 to -0.07917 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 5 White
[Plan 01] 5 White 15370.43 945.61 0.02494 146 941.72 0.00000 White 15485.51 4786 143
[Plan 01] Solving for Time Window = -0.08333 to -0.07917 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 6 White
[Plan 01] 6 White 15370.43 945.61 0.00863 146 941.72 0.00000 White 15485.51 4820 49
[Plan 01] White Muncie
[Plan 01] Riv. Sta. Q Diff. Q Backwater Q TimeStep Z Diff. Z Backwater Z TimeStep
[Plan 01] 15696.24 -12500.00 1000.00 13500.00 -2.37 944.96 947.34
[Plan 01] 15485.51 -3820.32 1000.00 4820.32 -1.07 944.92 945.99
[Plan 01] 15370.43 -1769.37 1000.00 2769.37 -0.71 944.90 945.61
[Plan 01] 15205.29 -465.19 1000.00 1465.19 -0.28 944.61 944.89
[Plan 01] These differences may, for some data sets, cause instability in the model. They are often caused by
[Plan 01] discrepancies between the values entered for initial conditions and the values on the boundary
[Plan 01] hydrographs. For instance, for the upstream end of a reach the flow for time = 0.0 on the hydrograph may
[Plan 01] not match the flow in the initial condition. A difference at an internal cross section may be caused by
[Plan 01] a lateral diversion (e.g. lateral weir), that is not represented in the initial condition flows.
[Plan 01] For some data sets (such as those with lateral weirs), turning Flow Optimization on may help.
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0792 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 947.34 13500. 7.25
[Plan 01] 237.6455 920.27 1003. 2.23
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.07917 to -0.07500 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 15485.51 947.49 1.50087 146 941.72 0.00000 White 15485.51 9327 4507
[Plan 01] Solving for Time Window = -0.07917 to -0.07500 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 15485.51 947.21 0.40251 146 941.72 0.00000 White 15205.29 3068 251
[Plan 01] Solving for Time Window = -0.07917 to -0.07500 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 15485.51 947.13 0.11911 146 941.72 0.00000 White 15205.29 3152 120
[Plan 01] Solving for Time Window = -0.07917 to -0.07500 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 15696.24 947.86 0.05721 146 941.72 0.00000 White 15485.51 9108 64
[Plan 01] Solving for Time Window = -0.07917 to -0.07500 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 4 White
[Plan 01] 4 White 15696.24 947.88 0.02534 146 941.72 0.00000 White 15485.51 9082 37
[Plan 01] Solving for Time Window = -0.07917 to -0.07500 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 5 White
[Plan 01] 5 White 15696.24 947.89 0.01049 146 941.72 0.00000 White 15485.51 9069 18
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0750 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 947.89 13500. 6.48
[Plan 01] 237.6455 920.27 1003. 2.24
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.07500 to -0.07083 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 15370.43 947.72 0.96271 146 941.72 0.00000 White 15205.29 5377 2189
[Plan 01] Solving for Time Window = -0.07500 to -0.07083 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 15205.29 946.45 0.14696 146 941.72 0.00000 White 15485.51 10287 228
[Plan 01] Solving for Time Window = -0.07500 to -0.07083 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 15205.29 946.41 0.05566 146 941.72 0.00000 White 15485.51 10209 111
[Plan 01] Solving for Time Window = -0.07500 to -0.07083 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 15205.29 946.39 0.02487 146 941.72 0.00000 White 15370.43 8040 54
[Plan 01] Solving for Time Window = -0.07500 to -0.07083 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 4 White
[Plan 01] 4 White 15205.29 946.39 0.01060 146 941.72 0.00000 White 15370.43 8023 24
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0708 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 948.32 13500. 5.92
[Plan 01] 237.6455 920.28 1004. 2.24
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.07083 to -0.06667 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 15013.20 945.85 0.80375 146 941.72 0.00000 White 15205.29 7003 1673
[Plan 01] Solving for Time Window = -0.07083 to -0.06667 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 15013.20 945.77 0.12320 146 941.72 0.00000 White 15485.51 10641 103
[Plan 01] Solving for Time Window = -0.07083 to -0.06667 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14856.24 944.17 0.03858 146 941.72 0.00000 White 15485.51 10591 71
[Plan 01] Solving for Time Window = -0.07083 to -0.06667 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 14856.24 944.16 0.01339 146 941.72 0.00000 White 15370.43 8996 28
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0667 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 948.74 13500. 5.46
[Plan 01] 237.6455 920.28 1005. 2.24
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.06667 to -0.06250 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14917.36 945.78 0.75810 146 941.72 0.00000 White 15013.20 5437 1381
[Plan 01] Solving for Time Window = -0.06667 to -0.06250 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14856.24 944.70 0.12485 146 941.72 0.00000 White 15485.51 10961 126
[Plan 01] Solving for Time Window = -0.06667 to -0.06250 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14856.24 944.66 0.06329 146 941.72 0.00000 White 15485.51 10933 41
[Plan 01] Solving for Time Window = -0.06667 to -0.06250 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 14856.24 944.64 0.02471 146 941.72 0.00000 White 14917.36 4136 21
[Plan 01] Solving for Time Window = -0.06667 to -0.06250 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 4 White
[Plan 01] 4 White 14856.24 944.63 0.01261 146 941.72 0.00000 White 14917.36 4129 10
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0625 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 949.13 13500. 5.06
[Plan 01] 237.6455 920.29 1007. 2.24
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.06250 to -0.05833 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14787.40 945.41 0.70116 146 941.72 0.00000 White 14917.36 5384 1255
[Plan 01] Solving for Time Window = -0.06250 to -0.05833 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14856.24 945.13 0.13401 146 941.72 0.00000 White 15013.20 6458 141
[Plan 01] Solving for Time Window = -0.06250 to -0.05833 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14856.24 945.09 0.05454 146 941.72 0.00000 White 15370.43 10413 57
[Plan 01] Solving for Time Window = -0.06250 to -0.05833 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 14856.24 945.06 0.04021 146 941.72 0.00000 White 15013.20 6421 70
[Plan 01] Solving for Time Window = -0.06250 to -0.05833 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 4 White
[Plan 01] 4 White 14917.36 946.37 0.02435 146 941.72 0.00000 White 15013.20 6458 54
[Plan 01] Solving for Time Window = -0.06250 to -0.05833 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 5 White
[Plan 01] 5 White 15205.29 947.89 0.01984 146 941.72 0.00000 White 15013.20 6419 56
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0583 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 949.48 13500. 4.76
[Plan 01] 237.6455 920.30 1012. 2.24
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.05833 to -0.05417 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14535.60 945.09 0.68199 146 941.72 0.00000 White 14856.24 5936 1143
[Plan 01] Solving for Time Window = -0.05833 to -0.05417 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14856.24 945.48 0.07612 146 941.72 0.00000 White 15013.20 7268 186
[Plan 01] Solving for Time Window = -0.05833 to -0.05417 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14856.24 945.46 0.03059 146 941.72 0.00000 White 15013.20 7224 63
[Plan 01] Solving for Time Window = -0.05833 to -0.05417 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 14856.24 945.45 0.01218 146 941.72 0.00000 White 14917.36 6219 22
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0542 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 949.76 13500. 4.53
[Plan 01] 237.6455 920.31 1018. 2.24
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.05417 to -0.05000 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14535.60 945.76 0.68166 146 941.72 0.00000 White 14856.24 6739 923
[Plan 01] Solving for Time Window = -0.05417 to -0.05000 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14305.48 943.78 0.06295 146 941.72 0.00000 White 15205.29 10044 96
[Plan 01] Solving for Time Window = -0.05417 to -0.05000 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14305.48 943.75 0.03001 146 941.72 0.00000 White 15205.29 10068 34
[Plan 01] Solving for Time Window = -0.05417 to -0.05000 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 14305.48 943.74 0.01416 146 941.72 0.00000 White 15205.29 10076 11
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0500 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 949.98 13500. 4.36
[Plan 01] 237.6455 920.33 1024. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.05000 to -0.04583 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14535.60 946.37 0.63600 146 941.72 0.00000 White 14443.72 4612 863
[Plan 01] Solving for Time Window = -0.05000 to -0.04583 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14305.48 944.22 0.05980 146 941.72 0.00000 White 14535.60 5210 65
[Plan 01] Solving for Time Window = -0.05000 to -0.04583 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14305.48 944.20 0.02740 146 941.72 0.00000 White 15013.20 8674 22
[Plan 01] Solving for Time Window = -0.05000 to -0.04583 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 14305.48 944.19 0.01281 146 941.72 0.00000 White 15013.20 8668 9
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0458 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 950.17 13500. 4.23
[Plan 01] 237.6455 920.35 1030. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.04583 to -0.04167 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14535.60 946.91 0.57043 146 941.72 0.00000 White 14443.72 5377 819
[Plan 01] Solving for Time Window = -0.04583 to -0.04167 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 942.86 0.07227 146 941.72 0.00000 White 14039.64 3310 67
[Plan 01] Solving for Time Window = -0.04583 to -0.04167 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14305.48 944.64 0.02198 146 941.72 0.00000 White 14166.05 3896 21
[Plan 01] Solving for Time Window = -0.04583 to -0.04167 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 14305.48 944.63 0.01121 146 941.72 0.00000 White 14443.72 5336 8
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0417 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 950.33 13500. 4.12
[Plan 01] 237.6455 920.36 1034. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.04167 to -0.03750 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14166.05 945.17 0.53884 146 941.72 0.00000 White 14443.72 6109 772
[Plan 01] Solving for Time Window = -0.04167 to -0.03750 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 943.05 0.07820 146 941.72 0.00000 White 13859.04 3669 35
[Plan 01] Solving for Time Window = -0.04167 to -0.03750 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14039.64 943.02 0.03671 146 941.72 0.00000 White 14917.36 9235 28
[Plan 01] Solving for Time Window = -0.04167 to -0.03750 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 14039.64 943.01 0.01561 146 941.72 0.00000 White 14039.64 3994 15
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0375 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 950.47 13500. 4.03
[Plan 01] 237.6455 920.37 1037. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.03750 to -0.03333 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14166.05 945.68 0.50612 146 941.72 0.00000 White 14039.64 4793 799
[Plan 01] Solving for Time Window = -0.03750 to -0.03333 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 943.18 0.06924 146 941.72 0.00000 White 14166.05 5325 93
[Plan 01] Solving for Time Window = -0.03750 to -0.03333 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14039.64 943.16 0.02621 146 941.72 0.00000 White 14039.64 4705 39
[Plan 01] Solving for Time Window = -0.03750 to -0.03333 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 14856.24 947.66 0.01221 146 941.72 0.00000 White 14039.64 4694 15
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0333 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 950.60 13500. 3.94
[Plan 01] 237.6455 920.37 1039. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.03333 to -0.02917 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14166.05 946.21 0.48128 146 941.72 0.00000 White 14039.64 5483 789
[Plan 01] Solving for Time Window = -0.03333 to -0.02917 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 943.31 0.07703 146 941.72 0.00000 White 14166.05 5957 142
[Plan 01] Solving for Time Window = -0.03333 to -0.02917 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14856.24 948.05 0.02572 146 941.72 0.00000 White 14166.05 5928 41
[Plan 01] Solving for Time Window = -0.03333 to -0.02917 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 14856.24 948.06 0.01310 146 941.72 0.00000 White 14039.64 5352 15
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0292 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 950.73 13500. 3.87
[Plan 01] 237.6455 920.38 1041. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.02917 to -0.02500 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14166.05 946.66 0.42801 146 941.72 0.00000 White 14039.64 6078 727
[Plan 01] Solving for Time Window = -0.02917 to -0.02500 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 943.42 0.06964 146 941.72 0.00000 White 14039.64 6006 104
[Plan 01] Solving for Time Window = -0.02917 to -0.02500 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14039.64 943.40 0.02890 146 941.72 0.00000 White 14039.64 5969 53
[Plan 01] Solving for Time Window = -0.02917 to -0.02500 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 14443.72 947.59 0.01324 146 941.72 0.00000 White 14039.64 5955 20
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0250 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 950.84 13500. 3.80
[Plan 01] 237.6455 920.38 1042. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.02500 to -0.02083 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14166.05 947.06 0.37243 146 941.72 0.00000 White 14039.64 6647 692
[Plan 01] Solving for Time Window = -0.02500 to -0.02083 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 943.51 0.06316 146 941.72 0.00000 White 14166.05 7057 119
[Plan 01] Solving for Time Window = -0.02500 to -0.02083 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14305.48 946.79 0.02418 146 941.72 0.00000 White 14039.64 6535 49
[Plan 01] Solving for Time Window = -0.02500 to -0.02083 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 14443.72 947.83 0.01217 146 941.72 0.00000 White 14039.64 6522 18
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0208 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 950.95 13500. 3.73
[Plan 01] 237.6455 920.38 1042. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.02083 to -0.01667 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14166.05 947.44 0.33505 146 941.72 0.00000 White 14039.64 7158 636
[Plan 01] Solving for Time Window = -0.02083 to -0.01667 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 943.59 0.05382 146 941.72 0.00000 White 14166.05 7523 114
[Plan 01] Solving for Time Window = -0.02083 to -0.01667 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14305.48 947.17 0.02160 146 941.72 0.00000 White 14039.64 7053 45
[Plan 01] Solving for Time Window = -0.02083 to -0.01667 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 3 White
[Plan 01] 3 White 14305.48 947.18 0.00908 146 941.72 0.00000 White 14039.64 7041 16
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0167 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 951.06 13500. 3.68
[Plan 01] 237.6455 920.38 1042. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.01667 to -0.01250 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14166.05 947.78 0.29441 146 941.72 0.00000 White 14039.64 7619 577
[Plan 01] Solving for Time Window = -0.01667 to -0.01250 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 943.67 0.04827 146 941.72 0.00000 White 14166.05 7933 114
[Plan 01] Solving for Time Window = -0.01667 to -0.01250 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14305.48 947.51 0.01946 146 941.72 0.00000 White 14039.64 7519 41
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0125 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 951.16 13500. 3.62
[Plan 01] 237.6455 920.38 1042. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.01250 to -0.00833 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14305.48 947.77 0.26213 146 941.72 0.00000 White 14039.64 8023 504
[Plan 01] Solving for Time Window = -0.01250 to -0.00833 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 943.74 0.03931 146 941.72 0.00000 White 14166.05 8302 93
[Plan 01] Solving for Time Window = -0.01250 to -0.00833 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14305.48 947.80 0.01633 146 941.72 0.00000 White 14039.64 7939 35
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0083 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 951.25 13500. 3.57
[Plan 01] 237.6455 920.38 1042. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.00833 to -0.00417 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14305.48 948.03 0.23052 146 941.72 0.00000 White 14039.64 8390 450
[Plan 01] Solving for Time Window = -0.00833 to -0.00417 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 943.81 0.04188 146 941.72 0.00000 White 14166.05 8624 98
[Plan 01] Solving for Time Window = -0.00833 to -0.00417 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14039.64 943.80 0.01687 146 941.72 0.00000 White 14166.05 8598 37
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = -0.0042 HOURS - 1/ 1/1900 AT TIME 0:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 951.35 13500. 3.52
[Plan 01] 237.6455 920.38 1042. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = -0.00417 to 0.00000 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14305.48 948.26 0.20236 146 941.72 0.00000 White 13214.80 4062 409
[Plan 01] Solving for Time Window = -0.00417 to 0.00000 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 943.87 0.02926 146 941.72 0.00000 White 14166.05 8917 65
[Plan 01] Solving for Time Window = -0.00417 to 0.00000 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14039.64 943.86 0.01229 146 941.72 0.00000 White 14039.64 8635 29
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0000 HOURS - 1/ 1/1900 AT TIME 24:00:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 951.45 13500. 3.47
[Plan 01] 237.6455 920.38 1042. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.00000 to 0.00417 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14305.48 948.46 0.17765 146 941.72 0.00000 White 13214.80 4456 395
[Plan 01] Solving for Time Window = 0.00000 to 0.00417 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 943.93 0.02392 146 941.72 0.00000 White 14166.05 9198 49
[Plan 01] Solving for Time Window = 0.00000 to 0.00417 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14039.64 943.92 0.01158 146 941.72 0.00000 White 14166.05 9181 24
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0042 HOURS - 1/ 2/1900 AT TIME 00:00:15
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 951.54 13502. 3.43
[Plan 01] 237.6455 920.38 1041. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.00417 to 0.00833 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14305.48 948.62 0.14988 146 941.72 0.00000 White 13214.80 4840 393
[Plan 01] Solving for Time Window = 0.00417 to 0.00833 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 943.99 0.01872 146 941.72 0.00000 White 14166.05 9457 59
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0083 HOURS - 1/ 2/1900 AT TIME 00:00:30
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 951.63 13504. 3.38
[Plan 01] 237.6455 920.38 1041. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.00833 to 0.01250 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 14443.72 949.33 0.13168 146 941.72 0.00000 White 13214.80 5222 382
[Plan 01] Solving for Time Window = 0.00833 to 0.01250 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 944.05 0.01405 146 941.72 0.00000 White 14166.05 9705 42
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0125 HOURS - 1/ 2/1900 AT TIME 00:00:45
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 951.72 13506. 3.34
[Plan 01] 237.6455 920.38 1041. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.01250 to 0.01667 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 13214.80 942.53 0.12145 146 941.72 0.00000 White 13214.80 5574 359
[Plan 01] Solving for Time Window = 0.01250 to 0.01667 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 944.10 0.02308 146 941.72 0.00000 White 14166.05 9931 49
[Plan 01] Solving for Time Window = 0.01250 to 0.01667 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 14039.64 944.09 0.01176 146 941.72 0.00000 White 14166.05 9913 25
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0167 HOURS - 1/ 2/1900 AT TIME 00:01:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 951.80 13508. 3.30
[Plan 01] 237.6455 920.37 1040. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.01667 to 0.02083 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 12817.36 940.85 0.12531 146 941.72 0.00000 White 13214.80 5898 327
[Plan 01] Solving for Time Window = 0.01667 to 0.02083 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 944.13 0.01536 146 941.72 0.00000 White 14166.05 10130 39
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0208 HOURS - 1/ 2/1900 AT TIME 00:01:15
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 951.88 13510. 3.27
[Plan 01] 237.6455 920.37 1039. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.02083 to 0.02500 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 12817.36 940.98 0.12974 146 941.72 0.00000 White 12817.36 4054 310
[Plan 01] Solving for Time Window = 0.02083 to 0.02500 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 944.18 0.01248 146 941.72 0.00000 White 13214.80 6250 76
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0250 HOURS - 1/ 2/1900 AT TIME 00:01:30
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 951.96 13512. 3.23
[Plan 01] 237.6455 920.37 1039. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.02500 to 0.02917 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 12817.36 941.12 0.13984 146 941.72 0.00000 White 13214.80 6642 391
[Plan 01] Solving for Time Window = 0.02500 to 0.02917 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 12817.36 941.11 0.01258 146 941.72 0.00000 White 14166.05 10539 24
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0292 HOURS - 1/ 2/1900 AT TIME 00:01:45
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.03 13515. 3.20
[Plan 01] 237.6455 920.37 1038. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.02917 to 0.03333 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 12492.03 940.74 0.14476 146 941.72 0.00000 White 13214.80 7006 362
[Plan 01] Solving for Time Window = 0.02917 to 0.03333 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 944.28 0.00578 146 941.72 0.00000 White 14166.05 10736 18
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0333 HOURS - 1/ 2/1900 AT TIME 00:02:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.10 13517. 3.17
[Plan 01] 237.6455 920.37 1037. 2.26
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.03333 to 0.03750 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 12492.03 940.90 0.15506 146 941.72 0.00000 White 13214.80 7344 340
[Plan 01] Solving for Time Window = 0.03333 to 0.03750 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 944.33 0.00514 146 941.72 0.00000 White 14166.05 10922 16
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0375 HOURS - 1/ 2/1900 AT TIME 00:02:15
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.17 13519. 3.14
[Plan 01] 237.6455 920.36 1036. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.03750 to 0.04167 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 12492.03 941.06 0.16141 146 941.72 0.00000 White 13214.80 7654 315
[Plan 01] Solving for Time Window = 0.03750 to 0.04167 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 14039.64 944.38 0.00938 146 941.72 0.00000 White 13490.47 9181 31
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0417 HOURS - 1/ 2/1900 AT TIME 00:02:30
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.23 13521. 3.12
[Plan 01] 237.6455 920.36 1035. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.04167 to 0.04583 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 12492.03 941.22 0.16426 146 941.72 0.00000 White 12817.36 5697 327
[Plan 01] Solving for Time Window = 0.04167 to 0.04583 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 12227.69 939.51 0.00848 146 941.72 0.00000 White 13214.80 7966 19
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0458 HOURS - 1/ 2/1900 AT TIME 00:02:45
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.29 13523. 3.09
[Plan 01] 237.6455 920.36 1035. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.04583 to 0.05000 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 12492.03 941.39 0.16994 146 941.72 0.00000 White 12817.36 6018 317
[Plan 01] Solving for Time Window = 0.04583 to 0.05000 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 12227.69 939.64 0.01268 146 941.72 0.00000 White 12492.03 3682 17
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0500 HOURS - 1/ 2/1900 AT TIME 00:03:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.35 13525. 3.07
[Plan 01] 237.6455 920.36 1034. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.05000 to 0.05417 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 12492.03 941.56 0.17277 146 941.72 0.00000 White 12817.36 6311 292
[Plan 01] Solving for Time Window = 0.05000 to 0.05417 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 12227.69 939.76 0.00721 146 941.72 0.00000 White 12492.03 3937 16
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0542 HOURS - 1/ 2/1900 AT TIME 00:03:15
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.40 13527. 3.05
[Plan 01] 237.6455 920.35 1033. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.05417 to 0.05833 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 12492.03 941.73 0.17389 146 941.72 0.00000 White 12817.36 6568 259
[Plan 01] Solving for Time Window = 0.05417 to 0.05833 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 12227.69 939.88 0.01333 146 941.72 0.00000 White 12817.36 6574 9
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0583 HOURS - 1/ 2/1900 AT TIME 00:03:30
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.45 13529. 3.03
[Plan 01] 237.6455 920.35 1032. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.05833 to 0.06250 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 12492.03 941.90 0.16911 146 941.72 0.00000 White 12492.03 4480 284
[Plan 01] Solving for Time Window = 0.05833 to 0.06250 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 12227.69 940.01 0.00825 146 941.72 0.00000 White 12492.03 4466 20
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0625 HOURS - 1/ 2/1900 AT TIME 00:03:45
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.50 13531. 3.01
[Plan 01] 237.6455 920.35 1031. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.06250 to 0.06667 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 12492.03 942.07 0.16469 146 941.72 0.00000 White 12492.03 4743 276
[Plan 01] Solving for Time Window = 0.06250 to 0.06667 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 12117.14 939.59 0.01075 146 941.72 0.00000 White 12492.03 4726 23
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0667 HOURS - 1/ 2/1900 AT TIME 00:04:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.54 13533. 3.00
[Plan 01] 237.6455 920.35 1030. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.06667 to 0.07083 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 12492.03 942.23 0.16147 146 941.72 0.00000 White 12227.69 3726 272
[Plan 01] Solving for Time Window = 0.06667 to 0.07083 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 12117.14 939.73 0.00598 146 941.72 0.00000 White 12492.03 4971 19
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0708 HOURS - 1/ 2/1900 AT TIME 00:04:15
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.58 13535. 2.98
[Plan 01] 237.6455 920.34 1029. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.07083 to 0.07500 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 11958.11 939.78 0.16415 146 941.72 0.00000 White 12227.69 3988 268
[Plan 01] Solving for Time Window = 0.07083 to 0.07500 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 12117.14 939.87 0.01553 146 941.72 0.00000 White 11781.69 2898 17
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0750 HOURS - 1/ 2/1900 AT TIME 00:04:30
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.62 13538. 2.97
[Plan 01] 237.6455 920.34 1028. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.07500 to 0.07917 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 11958.11 939.93 0.15689 146 941.72 0.00000 White 12227.69 4308 311
[Plan 01] Solving for Time Window = 0.07500 to 0.07917 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 12117.14 940.01 0.01193 146 941.72 0.00000 White 12492.03 5507 18
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0792 HOURS - 1/ 2/1900 AT TIME 00:04:45
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.65 13540. 2.95
[Plan 01] 237.6455 920.34 1027. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.07917 to 0.08333 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 11958.11 940.09 0.16484 146 941.72 0.00000 White 12227.69 4603 301
[Plan 01] Solving for Time Window = 0.07917 to 0.08333 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 12117.14 940.15 0.00827 146 941.72 0.00000 White 12492.03 5770 13
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0833 HOURS - 1/ 2/1900 AT TIME 00:05:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.69 13542. 2.94
[Plan 01] 237.6455 920.34 1026. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.08333 to 0.08750 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 11958.11 940.26 0.16455 146 941.72 0.00000 White 12227.69 4889 292
[Plan 01] Solving for Time Window = 0.08333 to 0.08750 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 12117.14 940.28 0.02153 146 941.72 0.00000 White 11781.69 3617 27
[Plan 01] Solving for Time Window = 0.08333 to 0.08750 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 2 White
[Plan 01] 2 White 12117.14 940.28 0.00710 146 941.72 0.00000 White 11781.69 3612 7
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0875 HOURS - 1/ 2/1900 AT TIME 00:05:15
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.72 13544. 2.93
[Plan 01] 237.6455 920.33 1025. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.08750 to 0.09167 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 11958.11 940.39 0.15294 146 941.72 0.00000 White 12227.69 5201 319
[Plan 01] Solving for Time Window = 0.08750 to 0.09167 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 12117.14 940.41 0.00912 146 941.72 0.00000 White 12817.36 8195 10
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0917 HOURS - 1/ 2/1900 AT TIME 00:05:30
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.74 13546. 2.92
[Plan 01] 237.6455 920.33 1024. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.09167 to 0.09583 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 11958.11 940.55 0.16005 146 941.72 0.00000 White 12227.69 5506 311
[Plan 01] Solving for Time Window = 0.09167 to 0.09583 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 12117.14 940.55 0.01277 146 941.72 0.00000 White 11628.65 3748 19
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.0958 HOURS - 1/ 2/1900 AT TIME 00:05:45
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] 15696.24 952.77 13548. 2.91
[Plan 01] 237.6455 920.33 1024. 2.25
[Plan 01] Storage Areas
[Plan 01] NAME ELEVATION NET Q NAME ELEVATION NET Q NAME ELEVATION NET Q
[Plan 01] 146 941.72 0.00 148 942.72 0.00 150 938.13 0.00
[Plan 01] 152 936.80 0.00 154 937.06 0.00 156 939.46 0.00
[Plan 01] 159 925.02 0.00 160 936.28 0.00 161 937.94 0.00
[Plan 01] Lateral Weirs
[Plan 01] RIVER STATION QTOTAL QWEIR QGATE QCULVERT SUBMERGENCE Q PER CROSS SECTION
[Plan 01] White 13214 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00
[Plan 01] White 7300 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
[Plan 01] SA Connections
[Plan 01] NAME QTOTAL QWEIR QGATE SUBMERGENCE QPIPING
[Plan 01] 162 0.00 0.00 0.00 0.000 0.00
[Plan 01] 163 0.00 0.00 0.00 0.000 0.00
[Plan 01] 164 0.00 0.00 0.00 0.000 0.00
[Plan 01] 165 0.00 0.00 0.00 0.000 0.00
[Plan 01] 166 0.00 0.00 0.00 0.000 0.00
[Plan 01] 167 0.00 0.00 0.00 0.000 0.00
[Plan 01] 168 0.00 0.00 0.00 0.000 0.00
[Plan 01] 169 0.00 0.00 0.00 0.000 0.00
[Plan 01] 180 0.00 0.00 0.00 0.000 0.00
[Plan 01] 181 0.00 0.00 0.00 0.000 0.00
[Plan 01] *** Start of New Time Step ***
[Plan 01] Solving for Time Window = 0.09583 to 0.10000 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 0 White
[Plan 01] 0 White 11958.11 940.71 0.15602 146 941.72 0.00000 White 12117.14 5571 295
[Plan 01] Solving for Time Window = 0.09583 to 0.10000 Hours
[Plan 01] Iter River Station Elev DZ Storage Zsa DZsa River Station Q DQ
[Plan 01] 1 White
[Plan 01] 1 White 12117.14 940.68 0.01505 146 941.72 0.00000 White 11781.69 4377 24
[Plan 01] COMPUTED STAGES AND DISCHARGES AT T = 0.1000 HOURS - 1/ 2/1900 AT TIME 00:06:00
[Plan 01] White Muncie
[Plan 01] Riv. Station Z Q V Riv. Station Z Q V Riv. Station Z Q V
[Plan 01] SUCCESS in 16.6s
ComputeResult(SUCCESS, results_df_row=available)
2. FileLoggerCallback - Logging to File¶
FileLoggerCallback writes execution messages to a log file.
Python
print("=== FileLoggerCallback Demo ===")
log_dir = project_path / "logs_115"
callback = FileLoggerCallback(output_dir=log_dir)
RasCmdr.compute_plan("01", stream_callback=callback, force_rerun=True)
# Show log contents
print(f"\nLog directory created: {log_dir}")
if log_dir.exists():
for log_file in log_dir.iterdir():
print(f"Log file: {log_file.name} ({log_file.stat().st_size} bytes)")
Text Only
=== FileLoggerCallback Demo ===
Log directory created: <workspace>\examples\example_projects\Muncie_115_callbacks\logs_115
Log file: plan_01_execution.log (420739 bytes)
3. ProgressBarCallback - Progress Bars with tqdm¶
ProgressBarCallback displays a progress bar during execution (requires tqdm).
Python
print("=== ProgressBarCallback Demo ===")
try:
callback = ProgressBarCallback()
RasCmdr.compute_plan("01", stream_callback=callback, force_rerun=True)
except ImportError:
print("⚠️ tqdm not installed - install with: pip install tqdm")
Text Only
=== ProgressBarCallback Demo ===
4. Custom Callback - Implementing Your Own¶
Create custom callbacks by subclassing ExecutionCallback.
Python
class MyCustomCallback(ExecutionCallback):
"""Custom callback that counts messages by type."""
def __init__(self):
super().__init__()
self.message_counts = {"info": 0, "warning": 0, "error": 0}
def on_exec_message(self, plan_number: str, message: str):
"""Called when HEC-RAS outputs a message."""
# Count message types
msg_lower = message.lower()
if "error" in msg_lower:
self.message_counts["error"] += 1
elif "warning" in msg_lower:
self.message_counts["warning"] += 1
else:
self.message_counts["info"] += 1
def on_exec_complete(self, plan_number: str, success: bool, duration: float):
"""Called when execution completes."""
print(f"\n=== Execution Summary (Plan {plan_number}) ===")
print(f"Success: {success}, Duration: {duration:.1f}s")
print(f"Info messages: {self.message_counts['info']}")
print(f"Warnings: {self.message_counts['warning']}")
print(f"Errors: {self.message_counts['error']}")
# Use custom callback
print("=== Custom Callback Demo ===")
callback = MyCustomCallback()
RasCmdr.compute_plan("01", stream_callback=callback, force_rerun=True)
Text Only
=== Custom Callback Demo ===
=== Execution Summary (Plan 01) ===
Success: True, Duration: 15.0s
Info messages: 3256
Warnings: 0
Errors: 0
ComputeResult(SUCCESS, results_df_row=available)
5. SynchronizedCallback - Thread-Safe for Parallel Execution¶
When running multiple plans in parallel, use SynchronizedCallback for thread safety.
Python
print("=== SynchronizedCallback Demo (Parallel Execution) ===")
base_callback = ConsoleCallback(verbose=True)
callback = SynchronizedCallback(base_callback)
# Run multiple plans in parallel with thread-safe callback
results = RasCmdr.compute_parallel(
plan_number=["01", "02"],
max_workers=2,
force_rerun=True
)
Text Only
=== SynchronizedCallback Demo (Parallel Execution) ===
Summary¶
You've learned how to use: - ConsoleCallback: Basic console output - FileLoggerCallback: Log to file - ProgressBarCallback: Progress bars (requires tqdm) - Custom callbacks: Implement ExecutionCallback - SynchronizedCallback: Thread-safe wrapper for parallel execution
See the ras-commander documentation for more details on the callback system.