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docs/src/examples/calibration/calibration.md

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@@ -134,13 +134,13 @@ temporal_cross_section(sim_dates, calib_data[:, "406000"], sn2[3].level)
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The last two lines produces the plots below
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![](../assets/calibrated_example.png)
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![](../../assets/calibrated_example.png)
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The `quickplot()` function creates the figure displayed above which shows dam levels on the
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left (observed and modelled) with a [Q-Q plot](https://en.wikipedia.org/wiki/Q%E2%80%93Q_plot)
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on the right.
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![](../assets/temporal_xsection_historic_calibrated.png)
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![](../../assets/temporal_xsection_historic_calibrated.png)
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The above shows a "cross-section" of model predictions for each month-day across simulation
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time. It is useful to gain an understanding on when models may underperform and give a

docs/src/examples/calibration/custom_calibration.md

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@@ -153,8 +153,8 @@ gr4j_qp = quickplot(burn_obs, gr4j_node.outflow[burn_in:end], climate; label="We
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# savefig(gr4j_qp, "custom_calibration_gr4j.png")
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```
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![](../assets/default_calibration_gr4j.png)
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![](../assets/custom_calibration_gr4j.png)
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![](../../assets/default_calibration_gr4j.png)
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![](../../assets/custom_calibration_gr4j.png)
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The results show improved performance under low-flow conditions, at the expense of
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mid-to-high flow conditions.
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# savefig(ensemble_qp, "custom_calibration_ensemble.png")
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```
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![](../assets/custom_calibration_ensemble.png)
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![](../../assets/custom_calibration_ensemble.png)
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Here we see the weighted ensemble retains much of the performance characteristics under
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a variety of conditions.

docs/src/examples/ensembles/weighted_ensembles.md

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The weighted ensemble combined characteristics of both, with a tendency to overestimate
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low flows as with GR4J.
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![](../assets/ensemble_model_comparison_quickplots.png)
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![](../../assets/ensemble_model_comparison_quickplots.png)
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Comparing the temporal cross section:
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A reduction in the median error can be seen with extreme errors reduced somewhat.
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![](../assets/ensemble_xsection.png)
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![](../../assets/ensemble_xsection.png)
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The median error can then be applied to modelled streamflow (on a month-day basis) as a
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form of bias correction.
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time, performance at the 75 and 95% CI remain steady relative to the original weighted
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ensemble results.
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![](../assets/ensemble_bias_corrected.png)
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![](../../assets/ensemble_bias_corrected.png)
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This ensemble approach may be improved further by:
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docs/src/examples/evaluation/model_comparison.md

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savefig("multi_model_comparison.png")
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```
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![](../assets/multi_model_comparison.png)
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![](../../assets/multi_model_comparison.png)

docs/src/examples/evaluation/simple_multisystem.md

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Streamfall.temporal_cross_section(sim_dates, calib_data[:, "406000"], sn[2].level)
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```
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![](../assets/simple_water_demand.png)
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![](../../assets/simple_water_demand.png)

docs/src/examples/evaluation/simple_showcase.md

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left (observed and modelled) with a [Q-Q plot](https://en.wikipedia.org/wiki/Q%E2%80%93Q_plot)
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on the right.
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![](../assets/calibrated_example.png)
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![](../../assets/calibrated_example.png)
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```julia
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sim_dates = Streamfall.timesteps(climate)
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the model can under-estimate dam levels in late-April to May and displays a tendency to
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over-estimate dam levels between January and June, relative to other times.
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![](../assets/temporal_xsection_historic_calibrated.png)
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![](../../assets/temporal_xsection_historic_calibrated.png)

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