Ensemble Data Assimilation of Water Quality Variables · Photo: Flushing-out is one of active...

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1 Ensemble Data Assimilation of Water Quality Variables CAHMDA - DAFOH Joint Seminar, September 6 - 13, 2014, Austin, TX Kyunghyun Kim*, Lan Joo Park, Minji Park, Changmin Shin, and Joong - Hyuk Min National Institute of Environmental Research, Incheon, Republic of Korea * Corresponding author: [email protected]

Transcript of Ensemble Data Assimilation of Water Quality Variables · Photo: Flushing-out is one of active...

Page 1: Ensemble Data Assimilation of Water Quality Variables · Photo: Flushing-out is one of active measures to respond major cyanobacteria blooms - As an example, abrupt increase of discharge

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Ensemble Data Assimilation of Water Quality Variables

CAHMDA-DAFOH Joint Seminar, September 6-13, 2014, Austin, TX

Kyunghyun Kim*, Lan Joo Park, Minji Park, Changmin Shin, and Joong-Hyuk Min

National Institute of Environmental Research, Incheon, Republic of Korea*Corresponding author: [email protected]

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Cyanobacteria bloom outbreaks in major rivers and lakes have been important environmental issues in Korea

Algal bloom outbreaks

Photo: www.ohmynews.com

Page 3: Ensemble Data Assimilation of Water Quality Variables · Photo: Flushing-out is one of active measures to respond major cyanobacteria blooms - As an example, abrupt increase of discharge

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Cyanobacteria bloom outbreaks in major rivers and lakes have been important environmental issues in Korea

Algal bloom outbreaks

Ave. water depth = 8.5m

8.6m 8.9m 8.9m9.3m 7.9m

7.5m7.7m

Ave. water depth = 2.1m

7.4m

10.4m

<Before>

<After>

Photo: www.ohmynews.com

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Flushing-out is one of active measures to respond major cyanobacteria blooms- As an example, abrupt increase of discharge from Choongju dam was

made to flush out cyanobacteria bloom in Lake Paldang (summer 2012)

Effort of WQ degradation prevention

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Efforts of WQ degradation prevention

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

8/6 8/7 8/8 8/9 8/10 8/11 8/12 8/13 8/14 8/15 8/16 8/17

Chl-a (Base)

Chl-a (Scenario I)

Chl-a (Scenario II)

Chl-a (Scenario III)

Chl-a (Observed)

Date (2012/8/6 to 8/17)

CJ dam release

Ch

l-a

(mg

/m3 )

Paldang dam

0.0

10.0

20.0

30.0

40.0

50.0

60.0

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80.0

8/6 8/7 8/8 8/9 8/10 8/11 8/12 8/13 8/14 8/15 8/16 8/17

Chl-a (Base)

Chl-a (Scenario I)

Chl-a (Scenario II)

Chl-a (Scenario III)

Chl-a (Observed)

Ch

l-a

(mg

/m3 )

Date (2012/8/6 to 8/17)

Paldang dam CJ dam release

Rainfall forecast on Aug. 10 Observed rainfall

39 mm 40 mm

124 mm

Various scenarios were simulated to determine amount and duration of discharge and actual release was made based on one selected scenario

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Algal bloom forecast

Since January 2012, NIER has been producing 7-days algal bloom forecast for the 16 weir locations in the major rivers in Korea

- Forecasting variables: water temp. and Chlorophyll-a level- It will be extended to other WQ

variables in the future (e.g., TOC & SS)

- Forecasting model: a HSPF-EFDC coupled model developed for the four watersheds

- Forecasting report: A 7-days WQ forecast - are officially announced on every Monday

and Thursday and circulated to water management agencies in the Han River basin via a dedicated website.

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A summary of the first two years forecast

The RMSE of water temperature forecast for each location tends to increase with lead time but not significantly

▲ Variation of the mean RMSE for each river with lead time

◀ Variation of RMSE for each location with lead time

Page 8: Ensemble Data Assimilation of Water Quality Variables · Photo: Flushing-out is one of active measures to respond major cyanobacteria blooms - As an example, abrupt increase of discharge

A summary of the first two years forecast

The RMSE of chlorophyll-a forecast for each location tends to increase with lead time but not significantly

▲ Variation of the mean RMSE for each river with lead time

◀ Variation of RMSE for each location with lead time

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Reducing Forecast Error : Data assimilation Ensemble Kalman Filter for EFDC model

Ensemble representation of EFDC model prediction is created by applyingperturbation to HSPF model prediction based on error models, which are built by comparing model prediction and observation

Point sources

Non-point sources

EFDC

Error Models

Ensemble represents all error components associated withHSPF model prediction

DA points

HSPF

Meteorological variables

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Study site - Han River watershed

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Results of Chl-a ensemble simulation with DA

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Results of Chl-a ensemble simulation with DA

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Results of Chl-a ensemble simulation with DA

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How fast does the effect of DA disappear?

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Correlation among WQ variables

Chl-a

PO4

Model equations

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Results of phosphate ensemble simulation with DA

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Results of Chl-a ensemble simulation with DA

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‘Ill-posed ensemble’ in terms of correlation among WQ variables due to ignorance of spatial correlation of the boundary forcing to EFDC (perturbed HSPF outputs) and lack of consideration on correlation between observed WQ variables

Synthetic experiment for ‘well-posed ensemble’− Perturbed water temperature only and left other WQ variables as

single time series in the boundary forcing

Synthetic experiment

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Synthetic experiment

Chl-a

PO4

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Synthetic experiment

PO4

Chl-a

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NH4

NO3

Chl-a

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So what is a proper approach?

Our approach using error models is wrong. It is very difficult to consider spatial and inter variable correlations in this framework

Point sources

Non-point sources

EFDC

Error Models

Ensemble represents all error components associated withHSPF model prediction

DA points

HSPF

Meteorological variables

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So what is a proper approach? In stead, ensemble simulation of the entire watershed is necessary

Point sources

Non-point sources

EFDC

DA points

HSPF

Meteorological variables

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Thank you

National Institute of Environmental Research, Incheon, Republic of [email protected]