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The Great Lakes Runoff Inter-comparison Project for Lake Erie (GRIP-E) Juliane Mai, Bryan A. Tolson, Hongren Shen, ´ Etienne Gaborit, Vincent Fortin, Milena Dimitrijevic, Nicolas Gasset, Dorothy Durnford, Young Lan Shin, Herv´ e O. Awoye, Tricia A. Stadnyk, Lauren M. Fry, Tim Hunter, Andrew D. Gronewold, Joeseph P. Smith, Lacey Mason, Laura Read, Katelyn FitzGerald, Kevin M. Sampson, Alan F. Hamlet, Frank Seglenieks, Shervan Gharari, Saman Razavi, Amin Haghnegahdar, Daniel G. Princz, and Alain Pietroniro 1. Introduction The Great Lakes Runoff Inter-comparison Project (GRIP) includes a wide range of lumped and dis- tributed models that are used operationally and/or for research purposes across Canada and the United States. As part of the Integrated Modelling Program for Canada (IMPC) under the Global Water Futures (GWF) program, the project is aiming to run all these models over several regions in Canada with Lake Erie as the initial domain (GRIP-E). One of the main contributions of the project is to identify a standard, consistent dataset for model building that all participants in the inter-comparison project can access and then process to generate their model-specific required inputs. This presentation will give an update on the design of the inter- comparison and will report on preliminary com- parative results. The following models are participating in the inter- comparison. The models are setup, calibrated and run by the indicated collaborators. Large Basin Runoff Model (LBRM) setup by Lau- ren M. Fry (USACE) and Tim Hunter (NOAA- GLERL) HYPE model setup by Herv´ e Awoye and Tricia Stadnyk (UManitoba) Variable Infiltration Capacity model (VIC) setup by Hongren Shen (UWaterloo) Variable Infiltration Capacity model using GRUs (VIC-GRU) setup by Shervan Gharari (USaskatchewan) WATFLOOD setup by Frank Seglenieks (ECCC) MESH setup by Daniel G. Princz (ECCC) and Amin Haghnegahdar (USaskatchewan) GEM-Hydro setup by ´ Etienne Gaborit (ECCC) WRF-Hydro setup by Laura Read (NCAR), Katelyn FitzGerald (NCAR), and Drew Gronewold (NOAA-GLERL) 2. Models & Collaborators Phase I: unified climate forcings model setup model calibration * model validation Phase II: unified climate forc- ings and model setup model setup model calibration * model validation Models are built for two different purposes: Objective 1: Modeling every location of Lake Erie watershed (monitoring points with low human-impact flow) Objective 2: Modeling only inflows to Lake Erie watershed * Model calibration strategies might differ at the moment. 3. Project Outline Fig. 1: Study domain of Lake Erie basin incl. Lake St. Clair. The following data are consistent across all models (Phase I): Meteorologic forcings hourly, gridded (15km) data from the Regional Deterministic Re- analysis System (RDRS) Streamflow gauge data daily gauge data from WSC (obj. 1: 15, obj 2: 10) and USGS (obj. 1: 13, obj 2: 21) There are several input datasets used to setup participating models and will be unified in Phase II: DEM USGS (GTOPO30, 1996); 1km HydroSHEDS; 1km and 90m National Elevation Dataset; 30m Soil database Global Soil Dataset for Earth System Models (GSDE); 1km FAO Harmonized World Soil Database v1.2; 1km STATSGO (US); 1km Land Cover data CCI Land Cover 2015; 300m MODIS MCD12Q1 v6; 500m NALCM; 250m 4. Datasets Fig. 2: Meteorologic inputs for (a) distributed models such as GEM-Hydro, VIC, and MESH and (b) lumped models such as LBRM and HYPE. Fig. 3: Three example simulations for the distributed model GEM-Hydro (uncalibrated). Fig. 4: Three example simulations for the lumped model LBRM (calibrated). 5. Results Calibrate all models automatically following the same calibration strategy Use same model setup data across all models Use same routing scheme for all models Compare runoff estimates to outputs from Large Lake Statistical Water Balance Model (L2SWBM) 6. Outlook & Future Work Which input is influencing model output most (besides meteorologic forcings)? Which calibration objectives would you use? How would you evaluate models at multiple locations? Which additional data would you use to evaluate model performance (besides discharge)? 7. Some Points to Discuss Contact: [email protected] GWF/IMPC website: gwf.usask.ca/impc/
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Page 1: The Great Lakes Runo Inter-comparison Project for Lake ... · The Great Lakes Runo Inter-comparison Project for Lake Erie (GRIP-E) Juliane Mai, Bryan A. Tolson, Hongren Shen, Etienne

The Great Lakes Runoff Inter-comparison Project for Lake Erie (GRIP-E)Juliane Mai, Bryan A. Tolson, Hongren Shen, Etienne Gaborit, Vincent Fortin, Milena Dimitrijevic, Nicolas Gasset, Dorothy Durnford, Young Lan Shin,

Herve O. Awoye, Tricia A. Stadnyk, Lauren M. Fry, Tim Hunter, Andrew D. Gronewold, Joeseph P. Smith, Lacey Mason, Laura Read, Katelyn FitzGerald,Kevin M. Sampson, Alan F. Hamlet, Frank Seglenieks, Shervan Gharari, Saman Razavi, Amin Haghnegahdar, Daniel G. Princz, and Alain Pietroniro

1. IntroductionThe Great Lakes Runoff Inter-comparison Project(GRIP) includes a wide range of lumped and dis-tributed models that are used operationally and/orfor research purposes across Canada and theUnited States. As part of the Integrated ModellingProgram for Canada (IMPC) under the Global WaterFutures (GWF) program, the project is aiming to runall these models over several regions in Canada withLake Erie as the initial domain (GRIP-E).One of the main contributions of the project is toidentify a standard, consistent dataset for modelbuilding that all participants in the inter-comparisonproject can access and then process to generate theirmodel-specific required inputs. This presentationwill give an update on the design of the inter-comparison and will report on preliminary com-parative results.

The following models are participating in the inter-comparison. The models are setup, calibrated andrun by the indicated collaborators.

• Large Basin Runoff Model (LBRM) setup by Lau-ren M. Fry (USACE) and Tim Hunter (NOAA-GLERL)

• HYPE model setup by Herve Awoye and TriciaStadnyk (UManitoba)

• Variable Infiltration Capacity model (VIC) setupby Hongren Shen (UWaterloo)

• Variable Infiltration Capacity model using GRUs(VIC-GRU) setup by Shervan Gharari(USaskatchewan)

• WATFLOOD setup by Frank Seglenieks (ECCC)

• MESH setup by Daniel G. Princz (ECCC) andAmin Haghnegahdar (USaskatchewan)

• GEM-Hydro setup by Etienne Gaborit (ECCC)

• WRF-Hydro setup by Laura Read (NCAR),Katelyn FitzGerald (NCAR), and Drew Gronewold(NOAA-GLERL)

2. Models & Collaborators

Phase I: unified climate forcings• model setup• model calibration∗

• model validation

Phase II: unified climate forc-ings and model setup• model setup• model calibration∗

• model validationModels are built for two different purposes:

Objective 1: Modeling every location of Lake Erie watershed(monitoring points with low human-impact flow)

Objective 2: Modeling only inflows to Lake Erie watershed∗Model calibration strategies might differ at the moment.

3. Project Outline

Fig. 1: Study domain of Lake Erie basin incl. Lake St. Clair.

The following data are consistent across all models (Phase I):

Meteorologic forcings

• hourly, gridded (15km) data from the Regional Deterministic Re-analysis System (RDRS)

Streamflow gauge data

• daily gauge data from WSC (obj. 1: 15, obj 2: 10) and USGS(obj. 1: 13, obj 2: 21)

There are several input datasets used to setup participating modelsand will be unified in Phase II:

DEM

• USGS (GTOPO30, 1996); 1km

• HydroSHEDS; 1km and 90m

• National Elevation Dataset; 30m

Soil database

• Global Soil Dataset for Earth System Models (GSDE); 1km

• FAO Harmonized World Soil Database v1.2; 1km

• STATSGO (US); 1km

Land Cover data

• CCI Land Cover 2015; 300m

• MODIS MCD12Q1 v6; 500m

• NALCM; 250m

4. Datasets

Fig. 2: Meteorologic inputs for (a) distributed models such as GEM-Hydro, VIC, and MESHand (b) lumped models such as LBRM and HYPE.

0

50

NSE(Q) = 0.380 NSE(logQ) = -0.335 NSE(sqrtQ) = 0.387 PBIAS(Q) = -37.863WSC : 02GG006 : BEAR CREEK NEAR PETROLIA (CA)

QGEM Hydrosim

Qobs

0

25

50NSE(Q) = 0.584 NSE(logQ) = -2.315 NSE(sqrtQ) = 0.348 PBIAS(Q) = -23.685

USGS : 04207200 : TINKERS CREEK AT BEDFORD OH (US)

QGEM Hydrosim

Qobs

2010 2011 2012 2013 2014 20150

200

NSE(Q) = 0.652 NSE(logQ) = -3.844 NSE(sqrtQ) = 0.182 PBIAS(Q) = -22.111USGS : 04208504 : CUYAHOGA RIVER NEAR NEWBURGH HEIGHTS OH (US)

QGEM Hydrosim

Qobs

Fig. 3: Three example simulations for thedistributed model GEM-Hydro (uncalibrated).

0

50

NSE(Q) = 0.384 NSE(logQ) = 0.354 NSE(sqrtQ) = 0.563 PBIAS(Q) = -10.685WSC : 02GG006 : BEAR CREEK NEAR PETROLIA (CA)

QLBRMsim

Qobs

0

25

50NSE(Q) = 0.608 NSE(logQ) = 0.675 NSE(sqrtQ) = 0.665 PBIAS(Q) = -18.034

USGS : 04207200 : TINKERS CREEK AT BEDFORD OH (US)

QLBRMsim

Qobs

2010 2011 2012 2013 2014 20150

200

NSE(Q) = 0.643 NSE(logQ) = 0.380 NSE(sqrtQ) = 0.601 PBIAS(Q) = -18.864USGS : 04208504 : CUYAHOGA RIVER NEAR NEWBURGH HEIGHTS OH (US)

QLBRMsim

Qobs

Fig. 4: Three example simulations for the lumpedmodel LBRM (calibrated).

5. Results

• Calibrate all models automatically following the same calibration strategy• Use same model setup data across all models• Use same routing scheme for all models• Compare runoff estimates to outputs from Large Lake Statistical Water Balance Model (L2SWBM)

6. Outlook & Future Work

• Which input is influencing model output most (besides meteorologic forcings)?• Which calibration objectives would you use?• How would you evaluate models at multiple locations?• Which additional data would you use to evaluate model performance (besides discharge)?

7. Some Points to Discuss

Contact: [email protected]/IMPC website: gwf.usask.ca/impc/

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