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UC 2006 Tech Session UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

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Page 1: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

UC 2006 Tech SessionUC 2006 Tech Session11

Louis WassonGeoResources Institute

Mississippi State University

Arc Hydro: A User’s Experience

Page 2: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

UC 2006 Tech SessionUC 2006 Tech Session22

The ProblemThe Problem• Find rain gauges in a specific watershedFind rain gauges in a specific watershed

–There aren’t any … SorryThere aren’t any … Sorry

–Model results weren’t representativeModel results weren’t representative

of the environmentof the environment

But I was curious. There had to be something better …

Page 3: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

UC 2006 Tech SessionUC 2006 Tech Session33

Here’s what I want to do:

Part I. Use NEXRAD Multi-Sensor Precipitation Estimate (MPE)for a better spatial estimation of rainfall.

Part II. Determine how much rain fell into each delineated watershed and how much is flowing out.

Page 4: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

UC 2006 Tech SessionUC 2006 Tech Session44

Part I. NEXRAD MPE precipitation data

Ground Truthed NEXRAD

What is MPE??What is MPE??

Page 5: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

UC 2006 Tech SessionUC 2006 Tech Session55

Why use NEXRAD MPE over a surface rain gauge?

A watershed is a rainfall collector with rainfall being the critical driving force in hydrologic modeling.

A rain gauge opening is 8 inches in diameter which is equivalent to 12.5 x 10-9mi2.

Many rain gauges are not in the watershed of interest. Rainfall being based on a few observed points.

Page 6: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

UC 2006 Tech SessionUC 2006 Tech Session66

Why use NEXRAD MPE over a surface rain gauge?

KSCM6 = 2.38”

MPE = 2.4

ETHM6 = 2.6”MPE = 2.25”

ENBM6 = 1.5”MPE = 1.53”

4km x 4km grid

Page 7: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

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Why use NEXRAD MPE over a surface rain gauge?

Rain Gauge NEXRAD MPE

Page 8: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

UC 2006 Tech SessionUC 2006 Tech Session88

Why use NEXRAD MPE over a surface rain gauge?

Using MPE NEXRAD precipitation estimates we cover Mississippi almost 8,000 virtual rain gauges!

Page 9: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

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Where can you get NEXRAD MPE data?

Quality Controlled daily rainfall estimates.

Lower Mississippi River Forecast Center

http://www.srh.noaa.gov/rfcshare/precip_analysis.php?location=LMRFC

It’s FREE!!

Page 10: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

UC 2006 Tech SessionUC 2006 Tech Session1010

• Daily precipitation data comes in Polar Stereographic Projection.

• Hourly data arrives in a xmrg format.

• Data is not in TimeSeries format for ArcHydro applications

Other issues!!

Page 11: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

UC 2006 Tech SessionUC 2006 Tech Session1111

Part II.Part II.

– Delineate watershed catchments.Delineate watershed catchments.– Determine how much rain fell in each catchment.Determine how much rain fell in each catchment.

Page 12: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

UC 2006 Tech SessionUC 2006 Tech Session1212

ESRI Arc Hydro Data Model

Hydrograph

Channels

Terrain Surfaces

Rainfall Response

Digital Orthophotos

Relationships betweenobjects linked by tracing pathof water movement

Page 13: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

UC 2006 Tech SessionUC 2006 Tech Session1313

GeoDatabase?GeoDatabase? Schema?Schema?XMXML?L?

Feature Class?Feature Class?Feature DataSet?Feature DataSet?Extents?Extents?

HydroResponseUnit?HydroResponseUnit?

Page 14: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

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ESRI Arc Hydro Data Model

Hydrologic DEM

Delineate Catchments

Outlets Junctions for EachCatchment

HydrologicNetwork

Page 15: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

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I’ve got delineated catchments and a quality controlled I’ve got delineated catchments and a quality controlled rain fall data source with good spatial coverage.rain fall data source with good spatial coverage.

Know how do I get the rain fall data into the catchments? Know how do I get the rain fall data into the catchments?

Page 16: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

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The HydroResponseUnitThe HydroResponseUnit

Page 17: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

UC 2006 Tech SessionUC 2006 Tech Session1717

LMRFC MPE Point GridLMRFC MPE Point Grid

HydroResponseUnitHydroResponseUnit

Page 18: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

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Time SeriesTime Series Transfer Rainfall to CatchmentsTransfer Rainfall to Catchments

Page 19: UC 2006 Tech Session 1 Louis Wasson GeoResources Institute Mississippi State University Arc Hydro: A User’s Experience

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• Arc Hydro consumes memory quick. Do not work in C: or system Arc Hydro consumes memory quick. Do not work in C: or system drive. Change your environment variables to change your ‘temp’ drive. Change your environment variables to change your ‘temp’ folder to a larger drive.folder to a larger drive.

• If Arc Hydro crashes during the Terrain Processing steps it is usually If Arc Hydro crashes during the Terrain Processing steps it is usually caused by something in the RivGrid folder. Delete the entire folder.caused by something in the RivGrid folder. Delete the entire folder.

• Understand what a Feature Dataset is all about. Correctly setup it’s Understand what a Feature Dataset is all about. Correctly setup it’s spatial properties, especially the limits. You will get ‘out of bounds’ spatial properties, especially the limits. You will get ‘out of bounds’ or ‘beyond spatial limit’ errors when you load data into Feature or ‘beyond spatial limit’ errors when you load data into Feature Classes.Classes.

• HydroID of the HydroResponseUnit polygons must be the same as HydroID of the HydroResponseUnit polygons must be the same as the FID of your NEXRAD (MPE) data. Use the FID from the MPE the FID of your NEXRAD (MPE) data. Use the FID from the MPE point grid you get from the RFC.point grid you get from the RFC.

• Use the CRWR Online Support System!Use the CRWR Online Support System!

In Closing…In Closing…