Index > Risk Use Case.rsproj

Project File Risk Use Case.rsproj
Categories
  • Environmental Demand
  • Loss Node
  • Wetlands
  • Water User - Irrigator
  • Minimum Flow Requirement Node
  • Maximum Order Constraint Node
  • River Management Storages
  • Links (General) & Groundwater
Created By Geoff Podger
Created Date 06/11/2013
Tested By Lili Zhang
Tested Date 03/02/2015
Maintained By
Additional Details Lili Zhang: updated results created in 3.6.2.1260. Lili Zhang: 17/03/2014, updated results in 3.6.5.1406 to accommodate changes of annual accounting Lili Zhang:11/04/2014, updated results in 3.6.5.1477 to accommodate changes of environment demand. Lili Zhang:23/06/2014, updated results in 3.8.2.1684 to accommodate bug fix about crop demand continues after harvest. Lili Zhang:28/07/2014, added more categories. Lili Zhang: 25/09/2014, updated results in 3.8.5.2098 to accommodate changes of constraint factor. (First changes: link 5 constraint factor changes and extract water of SP TWS1 changes.) Lili Zhang:06/02/2015, updated results in 3.8.10.2467 to accommodate constraint factor changes in RM-13787.
Model Information
Output
Functionality
Specification
Created In 3.4.3.520
Last Saved In 3.5.0.682
Works In Flow Phase
Test Objective test environmental flow
Status
Team City Result Passed
Execution Time (Minutes) Days: 0, Hours: 0, Minutes: 2, Seconds: 2
Jira Issues
Additional Files SDL_Summary.csv,
LogFile Risk Use Case.rsproj.txt
Scenarios
  • Scenario Name: SDL
    • Description: Sustainable Diversion Limit Case
    • Ordering System Type: New rules based ordering system
    • OwnerShip Enabled: False
    • Time Step: Daily
    • Simulation Start: 1/1/1980 12:00:00 AM
    • Simulation End: 6/30/2006 12:00:00 AM
    • Catchments: 0
    • FunctionalUnits:
    • Rainfall Runoff Model:
    • Filtering Model:
    • Links:
      • Straight-Through Routing: 37
      • Storage Routing: 4
    • Nodes:
      • Storage: 3
      • Maximum Order Constraint: 2
      • Inflow: 4
      • Gauge: 4
      • Supply Point: 7
      • Water User: 7
      • Confluence: 4
      • Loss: 3
      • Wetlands Hydraulic Connector: 2
      • Minimum Flow Requirement: 1
      • Environmental Demand: 3
    • Constituent To Models: