

Performing Simulation for DS Div----0

Starting compute at Fri Jun 07 15:35:22 MDT 2019

Performing Simulation for DS Div----0
Running ResSim alternative DS Div----0

Running ResSim
DssFile=C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss
Using Compute Launcher Default Compute Launcher

Using Alternative's timestep of 1DAY

ResSim Compute

Build Version: 3.3.1.117R, 			   March 2017 

Simulation Time Window:
  Lookback	: 01Jan1943 2400
  Start	: 02Jan1943 2400
  End	: 31Dec2015 2400

  Time Step: 1 DAY
ResSim

Initializing Simulation
ResSim Initializing
==========================================================================================
Memory Size needed for TSData = 65 MB
Max Memory            = 3200.0 MB
Total Memory          = 834.0 MB
Free Memory           = 324.0 MB
Used Memory           = 509.0 MB
Max Available Memory  = 2690.0 MB
Minimum Number of TimeWindowBlocks Needed = 1.0
Size of each block = 26662.0 days
==========================================================================================
Initialization Start

Program-Determined Flow Computation Method: Period Average

  Flow Computation Method: Period Average
Compute Initialization Complete
Initialization Complete


Computing Cumulative Local Flow

ResSim Cumulative Local Flow

Ordering Elements for Compute.
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  1
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Point 1
Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast

Saving ResSim time-series output
Saving ResSim time-series output

Computing Unregulated Flow

ResSim Unregulated Flow

Ordering Elements for Compute.
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  1
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Point 1
Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Compute 1


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 1.000000, Min Limit Factor = 0.000000, Trial Factor = 1.000000

   Average Annual Demand = 1508.292995 cfs

   Critical Period: 10Apr2006 to 17Apr2013

   Minimum Storage on 22Aug2009 is 867000.000000 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 1435.466960 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = FAIL

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = PASS

Rule test failed, decreasing demand scale

 

Computing next iteration demand scale using Heuristics Method

 

Yield Analysis Compute 2


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 1.000000, Min Limit Factor = 0.000000, Trial Factor = 0.984496

   Average Annual Demand = 1484.908892 cfs

   Critical Period: 10Apr2006 to 04Apr2013

   Minimum Storage on 06Sep2009 is 867000.000000 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 1412.082857 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = FAIL

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = PASS

Rule test failed, decreasing demand scale

 

Computing next iteration demand scale using Heuristics Method

 

Yield Analysis Compute 3


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.984496, Min Limit Factor = 0.000000, Trial Factor = 0.978224

   Average Annual Demand = 1475.448755 cfs

   Critical Period: 10Apr2006 to 29Mar2013

   Minimum Storage on 12Sep2009 is 867000.000000 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 1336.622720 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = FAIL

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = PASS

Rule test failed, decreasing demand scale

 

Computing next iteration demand scale using Heuristics Method

 

Yield Analysis Compute 4


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.978224, Min Limit Factor = 0.000000, Trial Factor = 0.975864

   Average Annual Demand = 1471.889419 cfs

   Critical Period: 10Apr2006 to 27Mar2013

   Minimum Storage on 18Sep2009 is 867000.000000 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 1009.063384 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = FAIL

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = PASS

Rule test failed, decreasing demand scale

 

Computing next iteration demand scale using Heuristics Method

 

Yield Analysis Compute 5


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.975864, Min Limit Factor = 0.000000, Trial Factor = 0.974975

   Average Annual Demand = 1470.548588 cfs

   Critical Period: 10Apr2006 to 25Mar2013

   Minimum Storage on 19Sep2009 is 867000.000000 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 640.248548 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = FAIL

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = PASS

Rule test failed, decreasing demand scale

 

Computing next iteration demand scale using Heuristics Method

 

Yield Analysis Compute 6


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974975, Min Limit Factor = 0.000000, Trial Factor = 0.974638

   Average Annual Demand = 1470.039647 cfs

   Critical Period: 10Apr2006 to 25Mar2013

   Minimum Storage on 19Sep2009 is 867000.000000 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 243.054047 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = FAIL

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = PASS

Rule test failed, decreasing demand scale

 

Computing next iteration demand scale using Heuristics Method

 

Yield Analysis Compute 7


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974638, Min Limit Factor = 0.000000, Trial Factor = 0.974510

   Average Annual Demand = 1469.846440 cfs

   Critical Period: 10Apr2006 to 25Mar2013

   Minimum Storage on 19Sep2009 is 867000.000000 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 92.279205 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = FAIL

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = PASS

Rule test failed, decreasing demand scale

 

Computing next iteration demand scale using Heuristics Method

 

Yield Analysis Compute 8


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974510, Min Limit Factor = 0.000000, Trial Factor = 0.974461

   Average Annual Demand = 1469.773086 cfs

   Critical Period: 10Apr2006 to 25Mar2013

   Minimum Storage on 19Sep2009 is 867000.000000 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 35.036689 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = FAIL

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = PASS

Rule test failed, decreasing demand scale

 

Computing next iteration demand scale using Heuristics Method

 

Yield Analysis Compute 9


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974461, Min Limit Factor = 0.000000, Trial Factor = 0.974443

   Average Annual Demand = 1469.745235 cfs

   Critical Period: 10Apr2006 to 25Mar2013

   Minimum Storage on 19Sep2009 is 867000.000000 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 13.302786 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = FAIL

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = PASS

Rule test failed, decreasing demand scale

 

Computing next iteration demand scale using Bisection Method

 

Yield Analysis Compute 10


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974443, Min Limit Factor = 0.000000, Trial Factor = 0.487221

   Average Annual Demand = 734.872617 cfs

   Critical Period: 11Apr1986 to 24Jan1987

   Minimum Storage on 08Oct1986 is 1712693.542381 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 0.000000 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = PASS

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = FAIL

Excess reservoir storage, increasing demand scale

 

Computing next iteration demand scale using Bisection Method

 

Yield Analysis Compute 11


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974443, Min Limit Factor = 0.487221, Trial Factor = 0.730832

   Average Annual Demand = 1102.308926 cfs

   Critical Period: 31May1955 to 22Mar1959

   Minimum Storage on 08Nov1957 is 1383908.972494 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 0.000000 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = PASS

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = FAIL

Excess reservoir storage, increasing demand scale

 

Computing next iteration demand scale using Bisection Method

 

Yield Analysis Compute 12


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974443, Min Limit Factor = 0.730832, Trial Factor = 0.852637

   Average Annual Demand = 1286.027080 cfs

   Critical Period: 26May2006 to 06Apr2011

   Minimum Storage on 19Sep2009 is 1137160.711184 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 0.000000 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = PASS

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = FAIL

Excess reservoir storage, increasing demand scale

 

Computing next iteration demand scale using Bisection Method

 

Yield Analysis Compute 13


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974443, Min Limit Factor = 0.852637, Trial Factor = 0.913540

   Average Annual Demand = 1377.886158 cfs

   Critical Period: 26May2006 to 04Apr2012

   Minimum Storage on 19Sep2009 is 1004891.335828 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 0.000000 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = PASS

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = FAIL

Excess reservoir storage, increasing demand scale

 

Computing next iteration demand scale using Bisection Method

 

Yield Analysis Compute 14


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974443, Min Limit Factor = 0.913540, Trial Factor = 0.943991

   Average Annual Demand = 1423.815696 cfs

   Critical Period: 27Apr2006 to 10Feb2013

   Minimum Storage on 19Sep2009 is 936699.976971 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 0.057538 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = PASS

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = FAIL

Excess reservoir storage, increasing demand scale

 

Computing next iteration demand scale using Bisection Method

 

Yield Analysis Compute 15


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974443, Min Limit Factor = 0.943991, Trial Factor = 0.959217

   Average Annual Demand = 1446.780466 cfs

   Critical Period: 27Apr2006 to 28Feb2013

   Minimum Storage on 19Sep2009 is 901985.151341 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 0.034830 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = PASS

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = FAIL

Excess reservoir storage, increasing demand scale

 

Computing next iteration demand scale using Bisection Method

 

Yield Analysis Compute 16


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974443, Min Limit Factor = 0.959217, Trial Factor = 0.966830

   Average Annual Demand = 1458.262850 cfs

   Critical Period: 27Apr2006 to 11Mar2013

   Minimum Storage on 19Sep2009 is 884606.438704 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 0.018799 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = PASS

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = FAIL

Excess reservoir storage, increasing demand scale

 

Computing next iteration demand scale using Bisection Method

 

Yield Analysis Compute 17


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974443, Min Limit Factor = 0.966830, Trial Factor = 0.970636

   Average Annual Demand = 1464.004042 cfs

   Critical Period: 10Apr2006 to 19Mar2013

   Minimum Storage on 19Sep2009 is 875821.921066 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 0.243962 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = PASS

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = FAIL

Excess reservoir storage, increasing demand scale

 

Computing next iteration demand scale using Bisection Method

 

Yield Analysis Compute 18


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974443, Min Limit Factor = 0.970636, Trial Factor = 0.972540

   Average Annual Demand = 1466.874639 cfs

   Critical Period: 10Apr2006 to 23Mar2013

   Minimum Storage on 19Sep2009 is 871399.019448 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 0.000000 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = PASS

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = FAIL

Excess reservoir storage, increasing demand scale

 

Computing next iteration demand scale using Bisection Method

 

Yield Analysis Compute 19


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974443, Min Limit Factor = 0.972540, Trial Factor = 0.973491

   Average Annual Demand = 1468.309937 cfs

   Critical Period: 10Apr2006 to 23Mar2013

   Minimum Storage on 19Sep2009 is 869187.692343 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 0.000000 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = PASS

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = FAIL

Excess reservoir storage, increasing demand scale

 

Computing next iteration demand scale using Bisection Method

 

Yield Analysis Compute 20


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974443, Min Limit Factor = 0.973491, Trial Factor = 0.973967

   Average Annual Demand = 1469.027586 cfs

   Critical Period: 10Apr2006 to 24Mar2013

   Minimum Storage on 19Sep2009 is 868082.052930 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 0.000000 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = PASS

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = FAIL

Excess reservoir storage, increasing demand scale

 

Computing next iteration demand scale using Bisection Method

 

Yield Analysis Compute 21


Computing Regulated Flow

ResSim Regulated Flow

Ordering Elements for Compute.
ElementGraph: linking DS Diversion with DS Point 1 due to Diversion Source Element
ElementGraph: Block   0,  Num Elem  1
ElementGraph: Block   1,  Num Elem  1
ElementGraph: Block   2,  Num Elem  1
ElementGraph: Block   3,  Num Elem  1
ElementGraph: Block   4,  Num Elem  2
ElementGraph: Order   0, Block   0,  Elem  Upper Inflow
ElementGraph: Order   1, Block   1,  Elem  Upper Res
ElementGraph: Order   2, Block   2,  Elem  Upper Outflow
ElementGraph: Order   3, Block   3,  Elem  Upper Outflow to DS Point 1
ElementGraph: Order   4, Block   4,  Elem  DS Diversion
ElementGraph: Order   5, Block   4,  Elem  DS Point 1

Iteration Block Order for Compute Type - Regulated Flow
Block	Elem ID	Element Name
0	8	Upper Inflow
1	9	Upper Res
2	7	Upper Outflow
3	21	Upper Outflow to DS Point 1
4	22	DS Diversion
4	20	DS Point 1


Loading Input Timeseries
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/FLOW_INC//1DAY/INFLOW GROSS/ Number Read 26668
C:/Users/nfriesen/Research Triangle Institute/IWR Reservoir Training - Documents/Training Materials/Workshop4/Solution/rss/Full_Period/simulation.dss::/PURPLE RIVER/UPPER/EVAPNET_RATE//1DAY/ESTIMATED/ Number Read 26668

Starting Computations.
Computing Hindcast
Computing Forecast
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 1: 1 Elements, 1 Routing Steps, PASS 4
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 1
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 2
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 3
Computing Operations for Block 4: 2 Elements, 1 Routing Steps, PASS 4

Saving ResSim time-series output
Saving ResSim time-series output
Yield Analysis Rule: "Min Diversion"

   Demand Scales:

      Max Limit Factor = 0.974443, Min Limit Factor = 0.973967, Trial Factor = 0.974205

   Average Annual Demand = 1469.386410 cfs

   Critical Period: 10Apr2006 to 24Mar2013

   Minimum Storage on 19Sep2009 is 867529.014246 ac-ft

   Lower Limit of Conservation Pool = 867000.000000 ac-ft; Storage Tolerance = 1000.000000 ac-ft

   Maximum Demand Shortage = 0.000000 cfs; Flow Tolerance = 10.000000 cfs

   Convergence Test: Maximum Demand Shortage Within Rule Tolerance = PASS

   Convergence Test: Within Storage Range of Limit Storage and Limit Storage plus Tolerance = PASS

 

Yield Analysis Compute 21 converged with Demand Scale = 1469.386410 cfs

 


ResSim Compute Complete

Saving output
ResSim Compute Complete
Total Compute Time 101 Seconds.

ResSim Compute Complete for DS Div----0

