

Performing Simulation for DS Div----0

Starting compute at Wed Jan 23 14:12:55 MST 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 = 116 MB
Max Memory            = 3200.0 MB
Total Memory          = 853.0 MB
Free Memory           = 219.0 MB
Used Memory           = 633.0 MB
Max Available Memory  = 2567.0 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
RssRun.checkTSRecords: attempting to get DSSFileManager wrapper
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 = 1000.000000 cfs

   Critical Period: 14Aug1955 to 28Jan1958

   Minimum Storage on 01Mar1957 is 1729786.164503 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 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 = 2.000000, Min Limit Factor = 1.000000, Trial Factor = 2.000000

   Average Annual Demand = 2000.000000 cfs

   Critical Period: 06May1954 to 04Apr1964

   Minimum Storage on 19Aug1959 is 867000.000000 ac-ft

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

   Maximum Demand Shortage = 1954.400520 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 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 = 2.000000, Min Limit Factor = 1.000000, Trial Factor = 1.500000

   Average Annual Demand = 1500.000000 cfs

   Critical Period: 10Apr2006 to 21Mar2013

   Minimum Storage on 26Oct2009 is 886127.202255 ac-ft

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

   Maximum Demand Shortage = 0.136932 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 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 = 2.000000, Min Limit Factor = 1.500000, Trial Factor = 1.750000

   Average Annual Demand = 1750.000000 cfs

   Critical Period: 12Feb2006 to 23Jul2013

   Minimum Storage on 19Jun2009 is 867000.000000 ac-ft

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

   Maximum Demand Shortage = 1677.173965 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 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 = 1.750000, Min Limit Factor = 1.500000, Trial Factor = 1.625000

   Average Annual Demand = 1625.000000 cfs

   Critical Period: 13Feb2006 to 23May2013

   Minimum Storage on 19Jun2009 is 867000.000000 ac-ft

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

   Maximum Demand Shortage = 1552.173965 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 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 = 1.625000, Min Limit Factor = 1.500000, Trial Factor = 1.562500

   Average Annual Demand = 1562.500000 cfs

   Critical Period: 21Jun1954 to 15Mar1961

   Minimum Storage on 23Sep1957 is 867000.000000 ac-ft

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

   Maximum Demand Shortage = 1489.673965 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 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 = 1.562500, Min Limit Factor = 1.500000, Trial Factor = 1.531250

   Average Annual Demand = 1531.250000 cfs

   Critical Period: 10Apr2006 to 19Apr2013

   Minimum Storage on 26Aug2009 is 867000.000000 ac-ft

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

   Maximum Demand Shortage = 1458.423965 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 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 = 1.531250, Min Limit Factor = 1.500000, Trial Factor = 1.515625

   Average Annual Demand = 1515.625000 cfs

   Critical Period: 10Apr2006 to 10Apr2013

   Minimum Storage on 10Sep2009 is 867000.000000 ac-ft

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

   Maximum Demand Shortage = 1436.798965 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 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 = 1.515625, Min Limit Factor = 1.500000, Trial Factor = 1.507812

   Average Annual Demand = 1507.812500 cfs

   Critical Period: 10Apr2006 to 31Mar2013

   Minimum Storage on 26Oct2009 is 868091.737799 ac-ft

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

   Maximum Demand Shortage = 0.147027 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 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 = 1.515625, Min Limit Factor = 1.507812, Trial Factor = 1.511719

   Average Annual Demand = 1511.718750 cfs

   Critical Period: 10Apr2006 to 05Apr2013

   Minimum Storage on 14Sep2009 is 867000.000000 ac-ft

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

   Maximum Demand Shortage = 1112.815368 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 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 = 1.511719, Min Limit Factor = 1.507812, Trial Factor = 1.509766

   Average Annual Demand = 1509.765625 cfs

   Critical Period: 10Apr2006 to 03Apr2013

   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 = 1046.939590 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 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 = 1.509766, Min Limit Factor = 1.507812, Trial Factor = 1.508789

   Average Annual Demand = 1508.789062 cfs

   Critical Period: 10Apr2006 to 02Apr2013

   Minimum Storage on 26Oct2009 is 867000.000000 ac-ft

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

   Maximum Demand Shortage = 585.875147 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 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 = 1.508789, Min Limit Factor = 1.507812, Trial Factor = 1.508301

   Average Annual Demand = 1508.300781 cfs

   Critical Period: 10Apr2006 to 02Apr2013

   Minimum Storage on 26Oct2009 is 867000.000000 ac-ft

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

   Maximum Demand Shortage = 17.742227 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 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 = 1.508301, Min Limit Factor = 1.507812, Trial Factor = 1.508057

   Average Annual Demand = 1508.056641 cfs

   Critical Period: 10Apr2006 to 01Apr2013

   Minimum Storage on 26Oct2009 is 867528.267049 ac-ft

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

   Maximum Demand Shortage = 0.067141 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 14 converged with Demand Scale = 1508.056641 cfs

 


ResSim Compute Complete

Saving output
ResSim Compute Complete
Total Compute Time 74 Seconds.

ResSim Compute Complete for DS Div----0

