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The Role of Critical Zone Observatories in Upscaling:
    A Strategy for Virtual Model-Data Sharing
                                      (current Critical Zone Observatories)




    C.	
  Duffy,	
  L.	
  Leonard,	
  G.	
  Bha3,	
  X.	
  Yu,	
  D.	
  Wu,	
  M.	
  Kumar	
  	
  	
  
2,268 USGS
                        HUC 8
                      watersheds



   The Watershed as Basis
   For Model-Data Sharing
103,444 USGS
   HUC 12
 watersheds
CZO’s as Testbeds for Scaling Up Processes
                   CZO scale
Issues, Questions, Goals


   Data	
  Issues:	
  	
  What	
  &	
  Where	
  are	
  the	
  Essen=al	
  Terrestrial	
  Variables?	
  	
  

   Simula=on	
  Framework:	
  What	
  scales,	
  processes,	
  computa=on	
  resources?	
  	
  	
  	
  

   The	
  Role	
  of	
  Testbeds	
  &	
  Observatories	
  to	
  Scaling	
  Up	
  to	
  Con=nents	
  

   Unique	
  Cyberinfrastructure	
  Needs	
  for	
  Catchment	
  Data	
  and	
  Models?	
  


   Towards	
  a	
  prototype	
  for	
  	
  sharing	
  geospa=al/temporal	
  data	
  and	
  models	
  


   Goal:	
  	
  Scien=fic	
  discovery	
  and	
  improved	
  decision	
  making	
  	
  
   	
  
What are the Essential Terrestrial Variables?

•  Atmospheric Forcing (precipitation, snow cover, wind, relative
   humidity, temperature, net radiation, albedo, photosynthestic
   atmospheric radiation, leaf area index)
•  Digital elevation models
•  River/Stream Discharge
•  Soil (class, hydrologic properties)
•  Groundwater (levels, extent, hydro-geologic properties)
•  Lake/Reservoir (levels, extent)
•  Land Cover/Use (biomass, human infrastructure, demography,
   ecosystem disturbance)
•  Water Use


      Most data reside on federal servers ….many petabytes
A-­‐Priori	
  Data	
  Sources	
  
  Feature/
                Property                                       Source
Time Series
               Porosity;
                                                    CONUS, SSURGO and STATSGO
               Sand, Silt,
                                        http://www.soilinfo.psu.edu/index.cgi?soil_data&conus
   Soil           Clay
                                             http://datagateway.nrcs.usda.gov/NextPage.asp
               Fractions;
                                       http://www.ncgc.nrcs.usda.gov/products/datasets/statsgo/
              Bulk Density
               Bed Rock
                Depth;
                                                 http://www.dcnr.state.pa.us/topogeo/,
               Horizontal
 Geology                                     http://www.lias.psu.edu/emsl/guides/X.html
              and Vertical
               Hydraulic
              Conductivity
                                           http://glcf.umiacs.umd.edu/data/landcover/data.shtml,
                                http://ldas.gsfc.nasa.gov/LDAS8th/MAPPED.VEG/LDASmapveg.shtml;
                  LAI
Land Cover
               Manning’s
                                                       Hernandez et. al., 2000
               Roughtness
               Topology:
              From Node –
                To Node,                     Derived using PIHMgis (Bhatt et. al., 2008)
              Neighboring
                Elements;
               Manning’s
                                                          Dingman (2002)
               Roughness;
   River
              Coefficient of
                                           ModHms Manual (Panday and Huyakorn, 2004)
               Discharge

               Shape and          Derived from regression using depth, width and discharge data from
              Dimensions;               http://nwis.waterdata.usgs.gov/usa/nwis/measurements

              Prec, Temp.
  Forcing     RH, Wind,                  National Land Data Assimilation System : NLDAS-2
                 Rad.
   DEM                                                 http://seamless.usgs.gov/
Streamflow                                     http://nwis.waterdata.usgs.gov/nwis/sw
Groundwater                                    http://nwis.waterdata.usgs.gov/nwis/gw
PIHM GIS Desktop:
Manipulating Geospatial Data and Models
Irregular Mesh &
                              Stream Network




                              Elevations



Need to register geospatial   Soil Classes
  & geotemporal fields!!!
                              Land Cover
Concept: Penn State Integrated Hydrologic Model
                    (PIHM)
                              Qu and Duffy 2007
                              Kumar, Bhatt, Duffy 2009
Semi-Discrete Approach: PIHM
Systems of Fully Coupled ODE’s
                                                                              Source code: www.pihm.psu.edu	
  

o  PIHM Control Volume Kernel: Semi-Discrete Finite Volume
  formulation of conservation equations. Finite Volume Method
  ensures mass balance locally (in each control volume) and
  globally.
                                               Interception                                         Unsaturated
                      Vegetation                dψ 0
                                                     = G 3 − G 4 − G5                               Zone
                      Surface                    dt
                                                                                                    dψ 3
                                                                                                         = G0 − G1 − G8 − G9
                      Unsaturated Zone         Snow Melt                                             dt

                                               dψ 1
                                                dt
                                                    = G 3 − G6                                       Saturated
                      Saturated Zone                                                                 Zone
                                               Overland Flow                                        dψ 4
                                                                                                         = G1 + F2 + F3 + F4
                                                                                                     dt
                                              dψ 2
                                                   = G3 + G5 + G6 + G7 − G0 + F0 + F1
                                               dt


                                                Channel                                           dψ 5
                                                                                                       = G3 − G2 − G7 + F + F5 + F3
                                                                                                                         1
                                                                                                   dt




                                                 Sub-Channel                                      dψ 6
                                                                                                       = G2 + F4
                          River Zone
                                                 Aquifer                                           dt
                          Saturated
                          Zone
                                                                                                                                        	
  
  The	
  system	
  of	
  ODEs	
  is	
  solved	
  using	
  state-­‐of-­‐the-­‐art	
  solver	
  with	
  adap:ve	
  :me	
  steps	
       12	
  
Towards a New Cyberinfrastructure
      For Models and Data

        Shared Discovery
                &
      Shared Decision Making
PIHM Model-Data Workflow
Model-Data Integration Framework
Cloud Services Prototype




            Monitoring	
  
               &	
  
            Modeling	
  
Everything As a Service
Benefits	
  
•  Scalable	
  compu=ng	
  power	
  in	
  real	
  fast	
  
•  Can	
  run	
  simula=ons	
  and	
  other	
  tasks	
  any	
  
     where	
  in	
  the	
  world	
  with	
  internet	
  
•  No	
  need	
  to	
  concern	
  about	
  machines	
  and	
  
     backups	
  
	
  
Web Services for data access & rapid Model prototyping
 Example of PIHM Web Services
Towards	
  Services	
  for	
  the	
  Virtual	
  Observatory…	
  
Watershed Reanalysis for Assessing the
   Impact of Climate and Landuse
              Change
  Re-analyze and assimilate past observations
  with current modeling context

  Reanalysis products produce space-time fields
  valuable to scientists, stakeholders and
  resource managers
Shale Hills CZO: 1979-2010 Watershed Reanalysis
CZO Data ->lidar, Soil, Regolith,Veg
1979-2010 Watershed Reanalysis
                                                                                 pihm.psu.edu/applications.
                          0.09                                                                                                   0.206


                          0.08




                                                                                                     Soil Moisture Storage (m)
                                                                                                                                 0.204
Groundwater Level (m)




                          0.07
                                                                                                                                 0.202

                          0.06
                                                                                                                                   0.2
                          0.05
                                                                                                                                 0.198
                          0.04

                                                                                                                                 0.196
                          0.03


                          0.02                                                                                                   0.194


                          0.01                                                                                                   0.192
                              0   50    100     150        200        250        300        350                                       0             50   100   150   200       250   300   350
                                                Time (months)                                                                                                  Time (months)
                                                                                                                                                3
                                                                                                                                         x 10
                          0.07                                                                                                      2
                                       Interception Loss         Transpiration         Evaporation

                          0.06
 Evapotranspiration (m)




                          0.05
                                                                                                              Recharge (m)          1

                          0.04


                          0.03

                                                                                                                                    0
                          0.02


                          0.01


                             0
                              0   50    100     150        200        250        300        350                                      0              50   100   150   200   250       300   350
                                                 Time (months)                                                                                                 Time (months)
CZO Reanalysis:
Shale Hills Storm Library
1979-2011
T=2009/10/23                                                                                                  T=2009/10/24
00:00:00                                                                                                      00:00:00




                                                                 Groundwater	
  	
  




                                                                                                                                                                             Groundwater	
  	
  
                                                                   depth(m)	
  




                                                                                                                                                                               depth(m)	
  
                                                                                       stream bank                                                                           stream bank
                                                                                       0.1679 - 1.509                                                                        0.1679 - 1.509
                                                                                       1.51 - 1.631                                                                          1.51 - 1.631
                                                                                       1.632 - 1.657                                                                         1.632 - 1.657
                                                                                       1.658 - 1.665                                                                         1.658 - 1.665
                                                                                       1.666 - 1.674                                                                         1.666 - 1.674
                                                                                       1.675 - 1.683                                                                         1.675 - 1.683
                                                                                       1.684 - 1.692                                                                         1.684 - 1.692
                                                                                       1.693 - 1.7                                                                           1.693 - 1.7
                                                                                       1.701 - 1.718                                                                         1.701 - 1.718
                                                                                       1.719 - 1.753                                                                         1.719 - 1.753


 Plan	
  	
                                                                            1.754 - 1.805
                                                                                       1.806 - 2.388                              Plan	
                                     1.754 - 1.805
                                                                                                                                                                             1.806 - 2.388




                                                                                                        280
                                                                                                        270               7	
  
Sec=on	
  	
                                                                                            265
                                                                                                        260
                                                                                                        255
                 a) Dry watershed: Pre-event groundwater table depth and HEF path.                      250 b) Wet watershed: During-event groundwater table depth and HEF path.
                 Horizontally, HEF vaies (gaining/loosing) with stream reaches .                        245 Horizontally, the stream is mainly recharging the aquifer;
                 Vertically, some reaches have no exchange with the river beds.                             Vertically, all the reaches have dynamic HEF with the river beds.



                                     Stream-Groundwater Interaction
Nested Grid to resolve wetland




1986	
  TINs	
  
Comparing predicted wetlands based
on 30 cm depth rule with National Wetland
Inventory (NWI) map
Compare Historical & IPCC Forcing
Precipitation

                            2046-2065




                                        1979-1998



Temperature

                2046-2065




   1979-1998
Evap-Transp-Recharge Historical-IPCC
  Evapotranspiration
                       2046-2065




                                   1979-1998




  Recharge
                             2046-2065




         1979-1998
Shaver’s Creek
Shaver’s Creek
Upscaling Model-Data-Process:
        Chesapeake Bay
•  Groundwater-Stream-Land-Surface model
•  Fully coupled surface water, soil water,
   groundwater, and land surface components
•  C-N-Sediments
•  Vegetation Growth
•  Environmental Tracers
Data :: Climate :: NLDAS v2 (1979 – recent)


                                                                                  8km Hourly time-series
                                                                                  1. Precipitation
                                                                                  2. Temperature
                                                                                  3. Solar Radiation
                                                                                  4. Vapor Pressure
                                                                                  5. Relative Humidity
                                                                                  6. Wind Speed

                                                                                  We have developed
                                                                                  tools that extracts
                                                                                  forcing variables (from
                                                                                  NLDAS-2 grib2 data)
                                                                                  and formats all above
                                                                                  mentioned variables
                                                                                  according to PIHM
                                                                                  data structure	
  


                                                                                                              	
  
 ~3300	
  Climate	
  Grids	
  or	
  Time-­‐series	
  Data	
  for	
  each	
  climate	
  variables!	
         38	
  
Data :: Land Cover :: NLCD 2006 + Veg Parameters


                                                                                 Vegetation Parameters
                                                                                 1. Leaf Area Index (TS)
                                                                                 2. Roughness Length (TS)
                                                                                 3. Min. Stomata Resist.
                                                                                 4. Albedo
                                                                                 5. Vegetation Fraction
                                                                                 6. Rooting Depth	
  




                                                                                                             	
  
   Vegeta:on	
  parameters	
  are	
  mapped	
  to	
  each	
  LC-­‐type	
  using	
  custom	
  rou:nes	
     39	
  
Data :: Soils :: SSURGO-STATSGO


                                                                                         Soil Hydraulic Properties
                                                                                         1. Sat. Hydraulic Cond.
                                                                                         2. Porosity
                                                                                         3. Residual porosity
                                                                                         4. van-Genuchten α
                                                                                         5. van-Genuchten β
                                                                                         6. Macropore fraction
                                                                                         6. Macropore K	
  


                                                                                         for CB watersheds:

                                                                                         598 STATSGO classes
                                                                                         vs.
                                                                                         28,611 SSURGO classes	
  



                                                                                                                              	
  
Pedo-­‐transfer	
  func:ons	
  are	
  used	
  to	
  obtain	
  hydraulic	
  proper:es	
  from	
  texture	
  informa:on	
     40	
  
Test Bed :: Juniata River Basin




                                                       The test-bed consists of:
                                                           97 HUC-12 units




                                                                                     	
  
Large	
  scale	
  applica:on	
  strategy	
  development	
  and	
  tes:ng	
         41	
  
Scaling up to River Basins: Juniata River




                                            DD statistics:
                                            Number of Mesh: 85817
                                            Smallest Area: 0.00096 sq. km
                                            Largest Area: 0.02 sq. km
                                            Shortest Edge: 0.027 km
                                            Longest Edge: 1.360 km	
  



                                                                          	
  
         Unit	
  Watershed	
  and	
  Parameteriza:on	
                  42	
  
HPC: Juniata River Domain Partitioning




                    Auto	
  execu=on	
  sequence	
  of	
  the	
  model	
  par==ons	
  would	
  be:	
  
                    #1:	
  1,	
  2,	
  4,	
  5,	
  7,	
  9,10,	
  11,	
  13,	
  14,	
  17,	
  18,	
  21,	
  23,	
  25,	
  26	
  28	
  
                    #2:	
  3,	
  6,	
  12,	
  19,	
  22,	
  24	
  
                    #3:	
  8,	
  15	
  
                    #4:	
  16	
  
                    #5:	
  20	
  
                    #6:	
  27	
  


                                                                                                                                    	
  
     Headwaters	
  >>	
  Downstream	
  ::	
  6	
  Step	
  Execu:on	
                                                              43	
  
Issues, Questions, Goals


   Data	
  Issues:	
  	
  What	
  &	
  Where	
  are	
  the	
  Essen=al	
  Terrestrial	
  Variables?	
  	
  

   Simula=on	
  Framework:	
  What	
  scales,	
  processes,	
  computa=on	
  resources?	
  	
  	
  	
  

   The	
  Role	
  of	
  Testbeds	
  &	
  Observatories	
  to	
  Scaling	
  Up	
  to	
  Con=nents	
  

   Unique	
  Cyberinfrastructure	
  Needs	
  for	
  Catchment	
  Data	
  and	
  Models?	
  


   Towards	
  a	
  prototype	
  for	
  	
  sharing	
  geospa=al/temporal	
  data	
  and	
  models	
  


   Goal:	
  	
  Scien=fic	
  discovery	
  and	
  improved	
  decision	
  making	
  	
  
   	
  

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Jrc jan 2012b

  • 1. ! The Role of Critical Zone Observatories in Upscaling: A Strategy for Virtual Model-Data Sharing (current Critical Zone Observatories) C.  Duffy,  L.  Leonard,  G.  Bha3,  X.  Yu,  D.  Wu,  M.  Kumar      
  • 2. 2,268 USGS HUC 8 watersheds The Watershed as Basis For Model-Data Sharing 103,444 USGS HUC 12 watersheds
  • 3. CZO’s as Testbeds for Scaling Up Processes CZO scale
  • 4. Issues, Questions, Goals Data  Issues:    What  &  Where  are  the  Essen=al  Terrestrial  Variables?     Simula=on  Framework:  What  scales,  processes,  computa=on  resources?         The  Role  of  Testbeds  &  Observatories  to  Scaling  Up  to  Con=nents   Unique  Cyberinfrastructure  Needs  for  Catchment  Data  and  Models?   Towards  a  prototype  for    sharing  geospa=al/temporal  data  and  models   Goal:    Scien=fic  discovery  and  improved  decision  making      
  • 5. What are the Essential Terrestrial Variables? •  Atmospheric Forcing (precipitation, snow cover, wind, relative humidity, temperature, net radiation, albedo, photosynthestic atmospheric radiation, leaf area index) •  Digital elevation models •  River/Stream Discharge •  Soil (class, hydrologic properties) •  Groundwater (levels, extent, hydro-geologic properties) •  Lake/Reservoir (levels, extent) •  Land Cover/Use (biomass, human infrastructure, demography, ecosystem disturbance) •  Water Use Most data reside on federal servers ….many petabytes
  • 6. A-­‐Priori  Data  Sources   Feature/ Property Source Time Series Porosity; CONUS, SSURGO and STATSGO Sand, Silt, http://www.soilinfo.psu.edu/index.cgi?soil_data&conus Soil Clay http://datagateway.nrcs.usda.gov/NextPage.asp Fractions; http://www.ncgc.nrcs.usda.gov/products/datasets/statsgo/ Bulk Density Bed Rock Depth; http://www.dcnr.state.pa.us/topogeo/, Horizontal Geology http://www.lias.psu.edu/emsl/guides/X.html and Vertical Hydraulic Conductivity http://glcf.umiacs.umd.edu/data/landcover/data.shtml, http://ldas.gsfc.nasa.gov/LDAS8th/MAPPED.VEG/LDASmapveg.shtml; LAI Land Cover Manning’s Hernandez et. al., 2000 Roughtness Topology: From Node – To Node, Derived using PIHMgis (Bhatt et. al., 2008) Neighboring Elements; Manning’s Dingman (2002) Roughness; River Coefficient of ModHms Manual (Panday and Huyakorn, 2004) Discharge Shape and Derived from regression using depth, width and discharge data from Dimensions; http://nwis.waterdata.usgs.gov/usa/nwis/measurements Prec, Temp. Forcing RH, Wind, National Land Data Assimilation System : NLDAS-2 Rad. DEM http://seamless.usgs.gov/ Streamflow http://nwis.waterdata.usgs.gov/nwis/sw Groundwater http://nwis.waterdata.usgs.gov/nwis/gw
  • 7.
  • 8. PIHM GIS Desktop: Manipulating Geospatial Data and Models
  • 9. Irregular Mesh & Stream Network Elevations Need to register geospatial Soil Classes & geotemporal fields!!! Land Cover
  • 10. Concept: Penn State Integrated Hydrologic Model (PIHM) Qu and Duffy 2007 Kumar, Bhatt, Duffy 2009
  • 12. Systems of Fully Coupled ODE’s Source code: www.pihm.psu.edu   o  PIHM Control Volume Kernel: Semi-Discrete Finite Volume formulation of conservation equations. Finite Volume Method ensures mass balance locally (in each control volume) and globally. Interception Unsaturated Vegetation dψ 0 = G 3 − G 4 − G5 Zone Surface dt dψ 3 = G0 − G1 − G8 − G9 Unsaturated Zone Snow Melt dt dψ 1 dt = G 3 − G6 Saturated Saturated Zone Zone Overland Flow dψ 4 = G1 + F2 + F3 + F4 dt dψ 2 = G3 + G5 + G6 + G7 − G0 + F0 + F1 dt Channel dψ 5 = G3 − G2 − G7 + F + F5 + F3 1 dt Sub-Channel dψ 6 = G2 + F4 River Zone Aquifer dt Saturated Zone   The  system  of  ODEs  is  solved  using  state-­‐of-­‐the-­‐art  solver  with  adap:ve  :me  steps   12  
  • 13. Towards a New Cyberinfrastructure For Models and Data Shared Discovery & Shared Decision Making
  • 16.
  • 17.
  • 18.
  • 19. Cloud Services Prototype Monitoring   &   Modeling  
  • 20. Everything As a Service
  • 21. Benefits   •  Scalable  compu=ng  power  in  real  fast   •  Can  run  simula=ons  and  other  tasks  any   where  in  the  world  with  internet   •  No  need  to  concern  about  machines  and   backups    
  • 22. Web Services for data access & rapid Model prototyping Example of PIHM Web Services
  • 23. Towards  Services  for  the  Virtual  Observatory…  
  • 24. Watershed Reanalysis for Assessing the Impact of Climate and Landuse Change Re-analyze and assimilate past observations with current modeling context Reanalysis products produce space-time fields valuable to scientists, stakeholders and resource managers
  • 25. Shale Hills CZO: 1979-2010 Watershed Reanalysis
  • 26.
  • 27. CZO Data ->lidar, Soil, Regolith,Veg
  • 28. 1979-2010 Watershed Reanalysis pihm.psu.edu/applications. 0.09 0.206 0.08 Soil Moisture Storage (m) 0.204 Groundwater Level (m) 0.07 0.202 0.06 0.2 0.05 0.198 0.04 0.196 0.03 0.02 0.194 0.01 0.192 0 50 100 150 200 250 300 350 0 50 100 150 200 250 300 350 Time (months) Time (months) 3 x 10 0.07 2 Interception Loss Transpiration Evaporation 0.06 Evapotranspiration (m) 0.05 Recharge (m) 1 0.04 0.03 0 0.02 0.01 0 0 50 100 150 200 250 300 350 0 50 100 150 200 250 300 350 Time (months) Time (months)
  • 29. CZO Reanalysis: Shale Hills Storm Library 1979-2011
  • 30. T=2009/10/23 T=2009/10/24 00:00:00 00:00:00 Groundwater     Groundwater     depth(m)   depth(m)   stream bank stream bank 0.1679 - 1.509 0.1679 - 1.509 1.51 - 1.631 1.51 - 1.631 1.632 - 1.657 1.632 - 1.657 1.658 - 1.665 1.658 - 1.665 1.666 - 1.674 1.666 - 1.674 1.675 - 1.683 1.675 - 1.683 1.684 - 1.692 1.684 - 1.692 1.693 - 1.7 1.693 - 1.7 1.701 - 1.718 1.701 - 1.718 1.719 - 1.753 1.719 - 1.753 Plan     1.754 - 1.805 1.806 - 2.388 Plan   1.754 - 1.805 1.806 - 2.388 280 270 7   Sec=on     265 260 255 a) Dry watershed: Pre-event groundwater table depth and HEF path. 250 b) Wet watershed: During-event groundwater table depth and HEF path. Horizontally, HEF vaies (gaining/loosing) with stream reaches . 245 Horizontally, the stream is mainly recharging the aquifer; Vertically, some reaches have no exchange with the river beds. Vertically, all the reaches have dynamic HEF with the river beds. Stream-Groundwater Interaction
  • 31. Nested Grid to resolve wetland 1986  TINs  
  • 32. Comparing predicted wetlands based on 30 cm depth rule with National Wetland Inventory (NWI) map
  • 33. Compare Historical & IPCC Forcing Precipitation 2046-2065 1979-1998 Temperature 2046-2065 1979-1998
  • 34. Evap-Transp-Recharge Historical-IPCC Evapotranspiration 2046-2065 1979-1998 Recharge 2046-2065 1979-1998
  • 37. Upscaling Model-Data-Process: Chesapeake Bay •  Groundwater-Stream-Land-Surface model •  Fully coupled surface water, soil water, groundwater, and land surface components •  C-N-Sediments •  Vegetation Growth •  Environmental Tracers
  • 38. Data :: Climate :: NLDAS v2 (1979 – recent) 8km Hourly time-series 1. Precipitation 2. Temperature 3. Solar Radiation 4. Vapor Pressure 5. Relative Humidity 6. Wind Speed We have developed tools that extracts forcing variables (from NLDAS-2 grib2 data) and formats all above mentioned variables according to PIHM data structure     ~3300  Climate  Grids  or  Time-­‐series  Data  for  each  climate  variables!   38  
  • 39. Data :: Land Cover :: NLCD 2006 + Veg Parameters Vegetation Parameters 1. Leaf Area Index (TS) 2. Roughness Length (TS) 3. Min. Stomata Resist. 4. Albedo 5. Vegetation Fraction 6. Rooting Depth     Vegeta:on  parameters  are  mapped  to  each  LC-­‐type  using  custom  rou:nes   39  
  • 40. Data :: Soils :: SSURGO-STATSGO Soil Hydraulic Properties 1. Sat. Hydraulic Cond. 2. Porosity 3. Residual porosity 4. van-Genuchten α 5. van-Genuchten β 6. Macropore fraction 6. Macropore K   for CB watersheds: 598 STATSGO classes vs. 28,611 SSURGO classes     Pedo-­‐transfer  func:ons  are  used  to  obtain  hydraulic  proper:es  from  texture  informa:on   40  
  • 41. Test Bed :: Juniata River Basin The test-bed consists of: 97 HUC-12 units   Large  scale  applica:on  strategy  development  and  tes:ng   41  
  • 42. Scaling up to River Basins: Juniata River DD statistics: Number of Mesh: 85817 Smallest Area: 0.00096 sq. km Largest Area: 0.02 sq. km Shortest Edge: 0.027 km Longest Edge: 1.360 km     Unit  Watershed  and  Parameteriza:on   42  
  • 43. HPC: Juniata River Domain Partitioning Auto  execu=on  sequence  of  the  model  par==ons  would  be:   #1:  1,  2,  4,  5,  7,  9,10,  11,  13,  14,  17,  18,  21,  23,  25,  26  28   #2:  3,  6,  12,  19,  22,  24   #3:  8,  15   #4:  16   #5:  20   #6:  27     Headwaters  >>  Downstream  ::  6  Step  Execu:on   43  
  • 44. Issues, Questions, Goals Data  Issues:    What  &  Where  are  the  Essen=al  Terrestrial  Variables?     Simula=on  Framework:  What  scales,  processes,  computa=on  resources?         The  Role  of  Testbeds  &  Observatories  to  Scaling  Up  to  Con=nents   Unique  Cyberinfrastructure  Needs  for  Catchment  Data  and  Models?   Towards  a  prototype  for    sharing  geospa=al/temporal  data  and  models   Goal:    Scien=fic  discovery  and  improved  decision  making