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Case

Description

Application

Comments

HM-RR

Hydrological Modeling (Rainfall Runoff) according a classical HBV approach based on operator splitting

Rainfall runoff model in variational data assimilation

Optimization variables << model states, therefore, preference for sequential setup, requirement for 1st-order derivatives only

HM-FR

Hydrological Modeling (Flow Routing) with various variable-parameter routing schemes

Hydrological flow routing as component in distributed hydrological models with variational data assimilation, flow routing between and downstream of reservoirs

Optimization variables << model states, therefore, preference for a sequential setup, but also need for collocated setup between reservoirs, 2nd-order derivatives required for collocated setup

RS

Reservoir System with multi-purpose reservoirs

Short-term optimization of the reservoir systems considering multiple objectives such as flood mitigation, hydropower generation, etc.

Optimization variables in the order of the model states, preference for collocated setup and 2nd-order derivatives, optional extension to hybrid systems and stochastic optimization, simple upstream to downstream routing

CS-CON

Canal System with Continuously Operated Structure(s)

Short-term optimization of a low-land water system as operated by Dutch water boards, relevant objectives include flood mitigation and cost-aware drainage

Comparable to case RS, but with more sophisticated flow processes (hydraulic routing),

pumps instead of turbines, tidal boundaries, option for stochastic optimization

CS-DIS

Canal System with Barrier (Open / Closed)

According to CS-CON, but with discontinuous decisions, logical conditions etc.

According to CS-CON, but with dedicated mixed-integer optimization algorithms, option for stochastic optimization

CS-LES

Canal System with Lateral Extraction requests under Shortage conditions

Multi-objective water allocation

Priority based allocation using deterministic goal programming optimization algorithm, option for weighting factor based LP approach or hybrid approach

EV

Evacuation Measure Based on Uncertain Forecasts

Decision if and when an authority should initiate an evacuation measure

Application beyond the water system to address the impact of a forecast and its uncertainty on decision making

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Project deliverables

Publications related to this project

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