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HydroByte Software. HydroExpert Decision Support System. Quick Guide to HydroSim XP Simulation Model. Version 1.4 – Revision: 13/07/2012. CONTENT. We will show... Reservoir Operation Goals Hydro plants Generation function Reservoirs Multi-Reservoir structure
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HydroByteSoftware HydroExpertDecision Support System Quick Guide to HydroSim XP Simulation Model Version 1.4 – Revision: 13/07/2012
CONTENT • We will show... • Reservoir Operation • Goals • Hydro plants • Generation function • Reservoirs • Multi-Reservoir structure • Simulation model and algorithm • Network flow model • DSS HydroExpert and HydroSim XP Model • Access to HydroExpert
HYDROPLANT MODEL • Main Structures • Hydro Plant’s Main Structure • Reservoir • Powerhouse • Spillway • Tailrace channel
RESERVOIR OPERATION • Goals • What to do? • Decision = Total Outflows • What to satisfy? • Verify all operational constraints • Any help? • Inflow forecast • Generation scheduling • Units maintenance scheduling
Main Variables • zfb: Upstream level • ztr: Downstream level • u : Total outflow • q : Turbine’s release • s : Spillage • x : Reservoir volume RESERVOIR OPERATION • Hydro Plant
Maximum Spill Control • smax = f (zfb) • Freeboard • Gates • Outlets RESERVOIR OPERATION • Spillways
short time RESERVOIR OPERATION • Generation Function • Efficiency (η) • Turbine’s release (q) • Net head (hn) • Forebay level (zfb) • Tailrace level (ztr) • Penstock head loss (hp) long time Horizon influence:
RESERVOIR OPERATION • Net Head (Brazilian tipical example) 4th degree Polynomials
RESERVOIR OPERATION • Turbine’s Efficiency • Hill Curves (η)
RESERVOIR OPERATION • Reservoir’s Mass Balance Account
RESERVOIR OPERATION • Reservoir’s Limit Levels • Limit Levels • Maximorum • Maximum • Minimum • Note • maximorum level is a Brazilian specific case.
RESERVOIR OPERATION • Simulation Model
Interval 1 Interval 2 Interval T Real Cascade Tree Structure ... 2,2 2,1 2,T 2 1 2 ... 1,2 1,1 1,T 1 3 3,2 3,1 3,T 3 Volume ... 4 4,2 4,T 4,1 4 Release StorageReservoir Plant ... ... Run-of-river Reservoir Plant RESERVOIR OPERATION • Multi-Reservoir Internal Structure Hydro Scheduling Network Temporally Expanded Arborescence (Rosenthal, 1981)
RESERVOIR OPERATION • Multi-Reservoir Internal Structure
yi,t i,t xi,t-1 xi,t evi,t mui,t qi,t si,t RESERVOIR OPERATION • Network Flow Model The Water Balance Equation is represented as a node into a network flow structure.
Oper. Policy Hydro Kernel No Yes Yes No RESERVOIR OPERATION • Simulation Algorithm • Decision Making • the Operational Policy determines controlled discharge and spillage. • water balance ex-ante (optional). • Water Balance ex-post • verifies decisions feasibility. • corrections can be made. • Feasible State • always guaranty a new feasible state. Data Setupgiven y, x0, t = 1 Start Decision Making(q, s : ex-ante) Water Balancefor each i (ex-post ) Feasible State Decision Corrections Can be an Autopilot! t = t+1 t ≤ T End
Short Term Planning • Generation scheduling • Gen. units dispatch • Inflow forecasting Detailed Hydro Simulator • Trajectories (levels & streamflows) • Check constraints feasibility • Check generation scheduling towards inflow forecasting • Efficiency • Reports, charts and analysis RESERVOIR OPERATION • Simulation of Multi-Reservoir Operation The desired Generation Scheduling could change in order to satisfy the constraints feasibility. So, a new input can be done and restart the simulation process.
HydroExpert Slides: 5-6 HYDROSIM XP MODEL • Software The HydroSim XP simulation module is a is a multi-reservoir simulation model with multi-purpose constraints representation. The HydroSim XP is part of the Decision Support System called HydroExpert.
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