1
Regarded as the most accurate precipitation estimates May yield representativeness errors Provide homogeneous and continuous estimates Low spatial/temporal resolution Very high spatio-temporal resolution Systematic and random errors Abstract Production of a High-Resolution Improved Weather Radar Precipitation Estimation Map Using Gauge Adjustment Bias Correction Methods Kaveh P. Yousefi *, M. Tuğrul Yılmaz *, Kurtuluş Öztürk **, İsmail Yücel *, Koray K. Yılmaz*** * Department of Civil Engineering, Middle East Technical University, Turkey ** Remote Sensing Division, Turkish State Meteorological Service, Turkey *** Department of Geology, Middle East Technical University, Turkey [email protected] , [email protected] , [email protected] , [email protected] , [email protected] Methodology Study Objectives Results • Investigation of radar-based estimates over entire radar network in Turkey • Evaluating performance of bias correction methods based on observations obtained from radar-based estimations and rain gauge network • Production and validation of a composite high-resolution precipitation map based on radar-gauge merged estimates. This study evaluates relative performances of different statistical methods to enhance radar-based quantitative precipitation estimation (QPE) quality using rain gauge network data. Initial investigations of these algorithms are implemented using datasets obtained from 17 C-band Turkish weather radars. Finally, high-resolution composite radar-based precipitation maps of Turkey was produced by choosing the best methods among all bias adjustment methods. A summary of our initial results is given. Motivation Rain Gauges Satellites & Models Radars Precipitation Estimation Tools Wradlib module in python was used for reading and processing radar data and gauge adjustment applications. 1. Hourly Gauge Adjustment Methods : These methods adjust the gridded radar-based estimates by referring to gauge measurements. The methods vary based on assumption of the error type (multiplicative/additive) and its distribution. 1-Hour Accumulated Radar Precipitation Estimations (R) Hourly AWOS Gauge Station Observations (G) 1-6 mm/hr > 6 mm/hr Assessment Factors / Identify radar-gauge pairs AF1 (1-6 mm/hr) AF2 (>6 mm/hr) Minimum Height of Visibility (HVmin) Multiple Linear Regression Model Correction Matrix (1-6 mm/hr) Correction Matrix (>6 mm/hr) Mean(G) >6 mm/hr No Yes Distance from Radar (D) Height of Gauges (HG) CBB-AV filter implemented 2. Time-independent Bias Correction Methods: 2.1. Multiple Linear Regression (MLR): A linear relationship is generated by utilizing assessment factors (AF) obtained by calculating the ratio of radar-based estimations to gauge- based observations (R/G) as a dependent variable, and three time- independent variables: Distance from Radar (D), Minimum Height of Visibility (Hvmin), Height of Gauge (HG). Two different regression models were defined according to the precipitation rate: Heavy Precipitation (>6mm/hour) and Light Precipitation (1-6mm/hour). Gabella, Marco, Jürg Joss, and Giovanni Perona. 2000. “Optimizing Quantitative Precipitation Estimates Using a Noncoherent and a Coherent Radar Operating on the Same Area.Journal of Geophysical Research Atmospheres 105(D2): 223745. Goudenhoofdt, E, and L Delobbe. 2009. “Evaluation of Radar-Gauge Merging Methods for Quantitative Precipitation Estimates.Hydrology and Earth System Sciences 13: 195203. Heistermann, M., S. Jacobi, and T. Pfaff. 2013. “Technical Note: An Open Source Library for Processing Weather Radar Data (Wradlib).Hydrology and Earth System Sciences 17(2): 86371. Ozturk, Kurtulus, Firat Bestepe, and Mehmet Zeybek. 2012. “Improving the Accuracy of Time-Cumulated Radar-Based Rainfall Estimates in the Event of a Flood.1(1): 2012. 2.2. CDF Matching Bias Correction (CDF): In this method, The rain gauge observations are regarded as references, and the radar estimations over the gauge stations are corrected by matching the cumulative distribution function of the reference data into the radar pixel values. Figures show the CDF matching of two different radars (Hatay and Antalya). Radar Estimations Precipitation Intensity (mm/hr) Gauge Observations Radar Estimations Gauge Observations Precipitation Intensity (mm/hr) Probability (%) Probability (%) References Raw Radar MFB-Adjusted LMB-Adjusted LAB-Adjusted Mean Total Precipitation (mm/year) Mean Error (mm/year) Method Radar Estimations Gauge Observation Radar 298.26 811.22 - 512.96 MFB (Mean Field Bias) 737.55 -73.67 LMB (Local Multiplicative Bias) 573.61 -237.61 LAB (Local Additive Bias) 851.65 40.43 LMIB (Local Mixed Bias) 735.18 -76.04 MLR (Multiple Linear Regression) 625.31 -185.91 CDF (CDF matching) 445.12 -366.1 The following table represents validation results (average of three validation sets) from precipitation accumulation of radar-based only and estimations retrieved from different radar-gauge hourly bias corrected methods against the rain gauge observations for the year 2015 over Antalya radar. The observations are obtained from 28 rain gauges in 120km range of the radar. This radar is prone to beam blockage, and it has a CBB-AV value >=10% over 11 stations and >=20% over 4 stations out of 28. The results are obtained from all gauges. Thus, radar-only estimates are generally lower than the rain gauge observations. Figures showing the accumulated precipitation in a large-scale 5 days precipitation between 2017/12/17 to 2017/12/21 generated based on radar-only estimations (first), LMB corrected radar estimates (second) and CDF matched estimations (third). Fourth figure shows the interpolated gauge observations using inverse distance weighting method. Cross-validation: Three different validation sets were used to test the performance of the methods. In cross validation, 50%, 25%, 12.5% of the station-based observations are excluded (assumed ungauged) for validation while the remaining are used for the calibration in different experiments. In addition to three validation sets, testing fields including 50 three-collocated gauges will be used for validating the final composite products. Validation Set 1 Validation Set 2 Validation Set 3 All rain gauges within the range of each radar Training Training Training Validation Validation Validation 1. General Results: Among the gauge adjustment methods, both the calibration and validation results obtained from all precipitation events (>=0.2 mm/hr) of the year 2017 suggest that LMB and LAB adjustment methods perform better both in terms of compensating the underestimation and decreasing the RMSE values (Daily mean error increased from -1.4 mm up to -0.4 mm and daily RMSE values decreased from 6.2 mm/day to 0.80 mm/day in average.) Among the time-independent methods, both MLR and CDF methods are shown to be compensating a large portion of radar precipitation underestimation (from -1.4 mm/day into -0.5 mm/day in average). However there was no significant increment in RMSE values. 2. Results from a case-study: (Heistermann et al., 2013) (Gabella et al., 2000) Despite the other applications of this methodology (Ozturk et al., 2012), the effect of Cumulative Beam Blockage (CBB) was taken into account in measuring the Minimum Height of Visibility. Moreover, CBB-AV (The average CBB over all radar elevation angles) was measured. In the composite map, the areas with CBB-AV higher than 30% are discarded due to extreme underestimation. However, this threshold can be re-evaluated according to the obtained results. CBB-AV measured for each radar based on their elevation tasks

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Page 1: Production of a High-Resolution Improved Weather Radar ... · and rain gauge network •Production and validation of a composite high-resolution precipitation map based on radar-gauge

Considering the advantages and disadvantages of allcommon precipitation measurement platforms, combiningthe advantageous aspects of gauge-based observationsand radar-based estimates to eliminate the systematic andthe random errors of radar estimates has been the mainmotivation for many studies that merge radar- and station-based measurements (Goudenhoofdt and Delobbe, 2009).

Majority of the studies on the real-time correction of radar-based product are highly dependent on the availability of ahigh-density gauge station network at each time step ofcorrection. This study, evaluates and tests four commonreal-time gauge adjustment methods (which require gaugeobservation data at each time step of correction) and twotime-independent bias correction methods (which do notrequire gauge data and are operationally simpler toimplement).

Regarded as the most accurate precipitationestimates

May yield representativeness errors

Provide homogeneous and continuous estimates

Low spatial/temporal resolution

Very high spatio-temporal resolution

Systematic and random errors

Abstract

Production of a High-Resolution Improved Weather Radar Precipitation

Estimation Map Using Gauge Adjustment Bias Correction Methods

Kaveh P. Yousefi *, M. Tuğrul Yılmaz *, Kurtuluş Öztürk **, İsmail Yücel *, Koray K. Yılmaz**** Department of Civil Engineering, Middle East Technical University, Turkey ** Remote Sensing Division, Turkish State Meteorological Service, Turkey

*** Department of Geology, Middle East Technical University, Turkey

[email protected], [email protected], [email protected], [email protected], [email protected]

Methodology

Study Objectives

Results

• Investigation of radar-based estimates over entire radarnetwork in Turkey• Evaluating performance of bias correction methods basedon observations obtained from radar-based estimationsand rain gauge network• Production and validation of a composite high-resolutionprecipitation map based on radar-gauge merged estimates.

This study evaluates relative performances of differentstatistical methods to enhance radar-based quantitativeprecipitation estimation (QPE) quality using rain gaugenetwork data. Initial investigations of these algorithms areimplemented using datasets obtained from 17 C-bandTurkish weather radars. Finally, high-resolution compositeradar-based precipitation maps of Turkey was produced bychoosing the best methods among all bias adjustmentmethods. A summary of our initial results is given.

Motivation

Rain

Gauges

Satellites &

Models

Radars

Pre

cip

itati

on

Esti

mati

on

Tools

Wradlib module in python was used forreading and processing radar data andgauge adjustment applications.

1. Hourly Gauge Adjustment Methods :

These methods adjust the griddedradar-based estimates by referring togauge measurements. The methodsvary based on assumption of theerror type (multiplicative/additive)and its distribution.

1-Hour Accumulated

Radar Precipitation

Estimations (R)

Hourly AWOS

Gauge Station

Observations (G)

1-6 mm/hr

> 6 mm/hr

Assessment

Factors

𝑅/𝐺

Identify

radar-gauge

pairs

AF1 (1-6 mm/hr)

AF2 (>6 mm/hr)

Minimum Height

of Visibility

(HVmin)

Multiple Linear

Regression Model

Correction

Matrix

(1-6 mm/hr)

Correction

Matrix

(>6 mm/hr)

Mean(G)

>6

mm/hr

No

Yes

Distance from

Radar (D)

Height of

Gauges (HG)

CBB-AV filter

implemented

2. Time-independent Bias Correction Methods:

2.1. Multiple Linear Regression (MLR):

A linear relationship is generated by utilizing assessment factors (AF)obtained by calculating the ratio of radar-based estimations to gauge-based observations (R/G) as a dependent variable, and three time-independent variables: Distance from Radar (D), Minimum Heightof Visibility (Hvmin), Height of Gauge (HG). Two different regressionmodels were defined according to the precipitation rate: HeavyPrecipitation (>6mm/hour) and Light Precipitation (1-6mm/hour).

Gabella, Marco, Jürg Joss, and Giovanni Perona. 2000. “Optimizing Quantitative Precipitation Estimates Using a Noncoherent and a Coherent

Radar Operating on the Same Area.” Journal of Geophysical Research Atmospheres 105(D2): 2237–45.

Goudenhoofdt, E, and L Delobbe. 2009. “Evaluation of Radar-Gauge Merging Methods for Quantitative Precipitation Estimates.” Hydrology and

Earth System Sciences 13: 195–203.

Heistermann, M., S. Jacobi, and T. Pfaff. 2013. “Technical Note: An Open Source Library for Processing Weather Radar Data (Wradlib).”

Hydrology and Earth System Sciences 17(2): 863–71.

Ozturk, Kurtulus, Firat Bestepe, and Mehmet Zeybek. 2012. “Improving the Accuracy of Time-Cumulated Radar-Based Rainfall Estimates in the

Event of a Flood.” 1(1): 2012.

2.2. CDF Matching Bias Correction (CDF):

In this method, The rain gaugeobservations are regarded asreferences, and the radarestimations over the gauge stationsare corrected by matching thecumulative distribution function ofthe reference data into the radarpixel values. Figures show the CDFmatching of two different radars(Hatay and Antalya).

Radar Estimations

Precipitation Intensity (mm/hr)

Gauge Observations

Radar Estimations

Gauge Observations

Precipitation Intensity (mm/hr)

Pro

bab

ilit

y (

%)

Pro

bab

ilit

y (

%)

References

Raw Radar MFB-Adjusted

LMB-Adjusted LAB-Adjusted

Mean Total Precipitation (mm/year)Mean Error

(mm/year)

MethodRadar

Estimations

Gauge

Observation

Radar 298.26

811.22

- 512.96

MFB (Mean Field Bias) 737.55 -73.67

LMB (Local Multiplicative Bias) 573.61 -237.61

LAB (Local Additive Bias) 851.65 40.43

LMIB (Local Mixed Bias) 735.18 -76.04

MLR (Multiple Linear Regression) 625.31 -185.91

CDF (CDF matching) 445.12 -366.1

The following table represents validation results (average ofthree validation sets) from precipitation accumulation ofradar-based only and estimations retrieved from differentradar-gauge hourly bias corrected methods against the raingauge observations for the year 2015 over Antalya radar.The observations are obtained from 28 rain gauges in120km range of the radar. This radar is prone to beamblockage, and it has a CBB-AV value >=10% over 11 stationsand >=20% over 4 stations out of 28. The results areobtained from all gauges. Thus, radar-only estimates aregenerally lower than the rain gauge observations.

Figures showing the accumulated precipitation in a large-scale5 days precipitation between 2017/12/17 to 2017/12/21generated based on radar-only estimations (first), LMBcorrected radar estimates (second) and CDF matchedestimations (third). Fourth figure shows the interpolatedgauge observations using inverse distance weighting method.

Cross-validation:

Three different validation sets were used to test the performance of themethods. In cross validation, 50%, 25%, 12.5% of the station-basedobservations are excluded (assumed ungauged) for validation while theremaining are used for the calibration in different experiments. In additionto three validation sets, testing fields including 50 three-collocated gaugeswill be used for validating the final composite products.

Validation Set 1

Validation Set 2

Validation Set 3

All rain gauges within the range of each radar

Training

Training

Training

Validation

Validation

Validation

1. General Results:

Among the gauge adjustment methods, both thecalibration and validation results obtained from allprecipitation events (>=0.2 mm/hr) of the year 2017suggest that LMB and LAB adjustment methods performbetter both in terms of compensating the underestimationand decreasing the RMSE values (Daily mean errorincreased from -1.4 mm up to -0.4 mm and daily RMSEvalues decreased from 6.2 mm/day to 0.80 mm/day inaverage.)

Among the time-independent methods, both MLR andCDF methods are shown to be compensating a largeportion of radar precipitation underestimation (from -1.4mm/day into -0.5 mm/day in average). However there wasno significant increment in RMSE values.

2. Results from a case-study:

(Heistermann et al., 2013)

(Gabella et al., 2000)

Despite the other applications ofthis methodology (Ozturk et al., 2012),the effect of Cumulative BeamBlockage (CBB) was taken intoaccount in measuring theMinimum Height of Visibility.Moreover, CBB-AV (The averageCBB over all radar elevationangles) was measured. In thecomposite map, the areas withCBB-AV higher than 30% arediscarded due to extremeunderestimation. However, thisthreshold can be re-evaluatedaccording to the obtained results.

CBB-AV measured for each radar based on their elevation tasks