Summary: Advanced Hydrological Systems Analysis
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1 Week 1
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Modelling - what is the right order?
- Perceptual mode: deciding on the process
- Conceptual model: deciding on the eqs
- Procedural model: get code running on a computer
- Calibration/SA: identify parameters, estimate uncertainty
- Evaluation: compare output with observations
Application: scenario analysis - Perceptual mode: deciding on the process
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What are the applied concepts in the unsaturated zone?
- Richards equation: assumes only vertical flow (t and z)
- Use soil properties
- Simulate root water uptake, capillary rise
- Set saturated GW at fixed depth (BC in SWAP)
- Numerics: dz, dt, FV
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What are the applied concepts in the open water?
- Linearised St-Venant const. Drain
- 1D model
- UPDATE
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What are the scales of (un)saturated zone and open water?
Unsaturated zone:
Saturated zone:
Open water; -
What are two main issues?
- How to couple system scales?
- How to come up with a good choice of parameters (bc there are many!), after choosing the master and slaves?
- How to couple system scales?
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1.1 Introduction
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What are the applied concepts in the saturated zone (3):
- assume horizontal flow in aquifers (not in MODFLOW)
- vertical flow in aquitards
- recharge = net rainfall (not accounting for storage in unsaturated zone)
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What are the equations and numerics used in the saturated zone (conceptual model)?
Darcy &Dupuit
x, y, layers
Numerics: dx, dy, triangles, dt, FE -
What are the equations in the UNsaturated zone (conceptual model)?
Only in
Richards
bcHsat
Numerics: dz, dt, FV -
What are the applied concepts in open water (4)?
- Cross-section averaged properties
- Only long waves
- Constant drainage/infiltration
- (pseudo-)stationary flow
- Cross-section averaged properties
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What are the equations in the openw ater (conceptual model)?
Linearised
St-Venant
Const drain
Numerics: L1-LN, dt, FD
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