linking modis imagery with turbidity and tss time series data generation over lake tana, ethiopia

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Moderate Resolution Imaging Spectroradiometer Moderate Resolution Imaging Spectroradiometer (MODIS) 250m resolution images used ( (MODIS) 250m resolution images used ( LPDAAC 2010 ) ) Bulk water samples and GPS coordinates of Bulk water samples and GPS coordinates of sampling locations are collected during the sampling locations are collected during the satellite overpass time over satellite overpass time over Lake Tana Lake Tana Total suspended solids and turbidity measured Total suspended solids and turbidity measured Reflectance values of the sampling locations Reflectance values of the sampling locations are extracted are extracted Multiple regression analysis was performed on Multiple regression analysis was performed on two two set of measurements (taken 27 November 2010 set of measurements (taken 27 November 2010 and 13 May 2011) and 13 May 2011) Third data set (collected November 7, 2011) Third data set (collected November 7, 2011) is used for validation is used for validation Various conservation programs are being Various conservation programs are being implemented in developing countries with the implemented in developing countries with the potential benefit of reduced sediment inflow potential benefit of reduced sediment inflow into fresh water lakes. These claims are hard into fresh water lakes. These claims are hard to verify due to prohibitive costs of to verify due to prohibitive costs of continuous stream sediment load sampling and continuous stream sediment load sampling and analysis. analysis. R R emote sensing can potentially aid in emote sensing can potentially aid in monitoring sediment concentration. monitoring sediment concentration. Various Various regression models have been developed using regression models have been developed using remotely sensed images ( remotely sensed images ( Hu et al., 2004 Hu et al., 2004 , Chen et al., 2007 , Wang and Lu, 2010 ) . However . However these regression models are not universal and these regression models are not universal and hence cannot be applied to estimate the same hence cannot be applied to estimate the same parameters elsewhere. The relationship between parameters elsewhere. The relationship between in situ water quality parameters and their in situ water quality parameters and their corresponding reflectance measurement are corresponding reflectance measurement are almost always site-specific almost always site-specific ( (Liu et al. 2003 ) ) . . LINKING MODIS IMAGERY WITH TURBIDITY AND TSS TIME SERIES DATA GENERATION OVER LAKE TANA, ETHIOPIA INTRODUCTION Essayas K. Ayana* Essayas K. Ayana* 1,3 1,3 , , William D. Philpot William D. Philpot 2 2 and Tammo S. Steenhuis and Tammo S. Steenhuis 1,3 1,3 1 Department of Biological and Environmental Engineering, Cornell Department of Biological and Environmental Engineering, Cornell University, Ithaca, NY, USA University, Ithaca, NY, USA 2 2 Department of Civil and Environmental Engineering, Cornell University, Department of Civil and Environmental Engineering, Cornell University, Ithaca, NY, USA Ithaca, NY, USA 3 3 School of Civil and Water Resources Engineering, Bahir Dar University, School of Civil and Water Resources Engineering, Bahir Dar University, Bahir Dar, Ethiopia Bahir Dar, Ethiopia 1. CHEN, Z., HU, C. & MULLER-KARGER, F. 2007. Monitoring turbidity in Tampa Bay using MODIS/Aqua 250-m imagery. Remote Sensing of Environment, 109, 207-220. 2. GETIS, A., and ORD, J. K., 2010, The analysis of spatial association by use of distance statistics. Perspectives on Spatial Data Analysis, 127-145. 3. HU, C., CHEN, Z., CLAYTON, T. D., SWARZENSKI, P., BROCK, J. C. & MULLER–KARGER, F. E. 2004. Assessment of estuarine water-quality indicators using MODIS medium-resolution bands: Initial results from Tampa Bay, FL. Remote Sensing of Environment, 93, 423-441. 4. LPDAAC, 2010, Surface Reflectance Daily L2G Global 250m. 5. LIU, Y., ISLAM, M. A., and GAO, J., 2003, Quantification of shallow water quality parameters by means of remote sensing. Progress in Physical Geography, 27, 24-43. 6. WANG, J. J. & LU, X. 2010. Estimation of suspended sediment concentrations using Terra MODIS: An example from the Lower Yangtze River, China. Science of the Total Environment, 408, 1131-1138. *[email protected] u REFERENCES water reflectance in the NIR band fits best water reflectance in the NIR band fits best resulting in a linear correlation with measured resulting in a linear correlation with measured TSS (R2=0.95) and turbidity (R2=0.89) TSS (R2=0.95) and turbidity (R2=0.89) Secchi depth correlate with NIR reflectance Secchi depth correlate with NIR reflectance exponentially (R2=0.74) exponentially (R2=0.74) The root mean square error (RMSE) in using The root mean square error (RMSE) in using these equations was 16.5 mg l these equations was 16.5 mg l -1 -1 ,15.6 NTU, and ,15.6 NTU, and 0.11 m to measured TSS, turbidity and Secchi 0.11 m to measured TSS, turbidity and Secchi depth respectively depth respectively T T he Getis–Ord Gi* statistic data mining technique ( he Getis–Ord Gi* statistic data mining technique ( Getis and Ord 2010 ) is used to select the representative ) is used to select the representative “muddiest pixel” “muddiest pixel” Regression equation established for TSS is applied on the Regression equation established for TSS is applied on the “muddiest pixel” to estimate the maximum TSS for the given day “muddiest pixel” to estimate the maximum TSS for the given day A 10 years (2000-2009) TSS time series data is generated A 10 years (2000-2009) TSS time series data is generated A SWAT model is calibrated and validated using the MODIS A SWAT model is calibrated and validated using the MODIS image generated 10 years TSS time series. image generated 10 years TSS time series. Nash–Sutcliffe efficiencies of 0.39 for calibration period Nash–Sutcliffe efficiencies of 0.39 for calibration period and 0.32 for validation. and 0.32 for validation. TSS TIME SERIES GENERATION Single band relations are found to be most accurate to Single band relations are found to be most accurate to measure turbidity, TSS and Secchi depth measure turbidity, TSS and Secchi depth MODIS images MODIS images are a potential cost effective tool to monitor to monitor suspended sediment concentration and to obtain past history of suspended sediment concentration and to obtain past history of concentrations which will help to evaluate the effect of best concentrations which will help to evaluate the effect of best management practices management practices Results showed that MODIS images are not sensitive enough to Results showed that MODIS images are not sensitive enough to detect turbidity variations below 60 NTU. detect turbidity variations below 60 NTU. APPLICATION FOR WATER QUALITY MODELING CONCLUSION METHODS RESULTS Acknowledgement USDA-SRE and the HED provided partial support for this study. NS E =0.39 NS E =0.32

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LINKING MODIS IMAGERY WITH TURBIDITY AND TSS TIME SERIES DATA GENERATION OVER LAKE TANA, ETHIOPIA. Essayas K. Ayana* 1,3 , William D. Philpot 2 and Tammo S. Steenhuis 1,3 1 Department of Biological and Environmental Engineering, Cornell University, Ithaca, NY, USA - PowerPoint PPT Presentation

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Page 1: LINKING MODIS IMAGERY WITH TURBIDITY AND TSS TIME SERIES DATA GENERATION OVER LAKE TANA, ETHIOPIA

•Moderate Resolution Imaging Spectroradiometer (MODIS) Moderate Resolution Imaging Spectroradiometer (MODIS)

250m resolution images used (250m resolution images used (LPDAAC 2010))

•Bulk water samples and GPS coordinates of sampling locations Bulk water samples and GPS coordinates of sampling locations

are collected during the satellite overpass time over are collected during the satellite overpass time over Lake TanaLake Tana

•Total suspended solids and turbidity measuredTotal suspended solids and turbidity measured

•Reflectance values of the sampling locations are extractedReflectance values of the sampling locations are extracted

•Multiple regression analysis was performed on two Multiple regression analysis was performed on two set of set of

measurements (taken 27 November 2010 and 13 May 2011)measurements (taken 27 November 2010 and 13 May 2011)

•Third data set (collected November 7, 2011) is used for Third data set (collected November 7, 2011) is used for

validationvalidation

Various conservation programs are being implemented in Various conservation programs are being implemented in

developing countries with the potential benefit of reduced developing countries with the potential benefit of reduced

sediment inflow into fresh water lakes. These claims are hard to sediment inflow into fresh water lakes. These claims are hard to

verify due to prohibitive costs of continuous stream sediment verify due to prohibitive costs of continuous stream sediment

load sampling and analysis. load sampling and analysis. RRemote sensing can potentially aid emote sensing can potentially aid

in monitoring sediment concentration. in monitoring sediment concentration. Various regression models Various regression models

have been developed using remotely sensed images (have been developed using remotely sensed images (

Hu et al., 2004Hu et al., 2004, Chen et al., 2007, Wang and Lu, 2010). However . However

these regression models are not universal and hence cannot be these regression models are not universal and hence cannot be

applied to estimate the same parameters elsewhere. The applied to estimate the same parameters elsewhere. The

relationship between in situ water quality parameters and their relationship between in situ water quality parameters and their

corresponding reflectance measurement are almost always site-corresponding reflectance measurement are almost always site-

specific specific ((Liu et al. 2003))..

LINKING MODIS IMAGERY WITH TURBIDITY AND TSS TIME SERIES DATA GENERATION OVER LAKE TANA, ETHIOPIA

INTRODUCTION

Essayas K. Ayana*Essayas K. Ayana*1,31,3, , William D. PhilpotWilliam D. Philpot22 and Tammo S. Steenhuis and Tammo S. Steenhuis1,31,3

11Department of Biological and Environmental Engineering, Cornell University, Ithaca, NY, USADepartment of Biological and Environmental Engineering, Cornell University, Ithaca, NY, USA22Department of Civil and Environmental Engineering, Cornell University, Ithaca, NY, USADepartment of Civil and Environmental Engineering, Cornell University, Ithaca, NY, USA

33School of Civil and Water Resources Engineering, Bahir Dar University, Bahir Dar, EthiopiaSchool of Civil and Water Resources Engineering, Bahir Dar University, Bahir Dar, Ethiopia

1. CHEN, Z., HU, C. & MULLER-KARGER, F. 2007. Monitoring turbidity in Tampa Bay using MODIS/Aqua 250-m imagery. Remote Sensing of Environment, 109, 207-220.

2. GETIS, A., and ORD, J. K., 2010, The analysis of spatial association by use of distance statistics. Perspectives on Spatial Data Analysis, 127-145.

3. HU, C., CHEN, Z., CLAYTON, T. D., SWARZENSKI, P., BROCK, J. C. & MULLER–KARGER, F. E. 2004. Assessment of estuarine water-quality indicators using MODIS medium-resolution bands: Initial results from Tampa Bay, FL. Remote Sensing of

Environment, 93, 423-441.

4. LPDAAC, 2010, Surface Reflectance Daily L2G Global 250m.

5. LIU, Y., ISLAM, M. A., and GAO, J., 2003, Quantification of shallow water quality parameters by means of remote sensing. Progress in Physical Geography, 27, 24-43.

6. WANG, J. J. & LU, X. 2010. Estimation of suspended sediment concentrations using Terra MODIS: An example from the Lower Yangtze River, China. Science of the Total Environment, 408, 1131-1138. *[email protected]

REFERENCES

•water reflectance in the NIR band fits best resulting in a linear water reflectance in the NIR band fits best resulting in a linear correlation with measured TSS (R2=0.95) and turbidity correlation with measured TSS (R2=0.95) and turbidity (R2=0.89)(R2=0.89) •Secchi depth correlate with NIR reflectance exponentially Secchi depth correlate with NIR reflectance exponentially (R2=0.74) (R2=0.74)

•The root mean square error (RMSE) in using these equations The root mean square error (RMSE) in using these equations was 16.5 mg lwas 16.5 mg l-1-1 ,15.6 NTU, and 0.11 m to measured TSS, ,15.6 NTU, and 0.11 m to measured TSS, turbidity and Secchi depth respectivelyturbidity and Secchi depth respectively

•TThe Getis–Ord Gi* statistic data mining technique (he Getis–Ord Gi* statistic data mining technique (Getis and Ord 2010) is used to ) is used to

select the representative “muddiest pixel”select the representative “muddiest pixel”

•Regression equation established for TSS is applied on the “muddiest pixel” to Regression equation established for TSS is applied on the “muddiest pixel” to

estimate the maximum TSS for the given dayestimate the maximum TSS for the given day

•A 10 years (2000-2009) TSS time series data is generated A 10 years (2000-2009) TSS time series data is generated

•A SWAT model is calibrated and validated using the MODIS image generated 10 A SWAT model is calibrated and validated using the MODIS image generated 10 years TSS time series.years TSS time series. •Nash–Sutcliffe efficiencies of 0.39 for calibration period and 0.32 for validation. Nash–Sutcliffe efficiencies of 0.39 for calibration period and 0.32 for validation.

TSS TIME SERIES GENERATION

•Single band relations are found to be most accurate to measure turbidity, TSS and Single band relations are found to be most accurate to measure turbidity, TSS and

Secchi depthSecchi depth•MODIS images MODIS images are a potential cost effective tool to monitor suspended sediment to monitor suspended sediment

concentration and to obtain past history of concentrations which will help to evaluate concentration and to obtain past history of concentrations which will help to evaluate

the effect of best management practices the effect of best management practices •Results showed that MODIS images are not sensitive enough to detect turbidity Results showed that MODIS images are not sensitive enough to detect turbidity

variations below 60 NTU. variations below 60 NTU.

APPLICATION FOR WATER QUALITY MODELING

CONCLUSION

METHODS

RESULTS

Acknowledgement

USDA-SRE and the HED provided partial support for this study.

NSE=0.39NSE=0.32