Hydrography Webinar Series

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Hydrography Webinar Series Session 2 May 21, 2015 U.S. Department of the Interior U.S. Geological Survey

U.S. GEOLOGICAL SURVEY HYDROGRAPHY WEBINAR SERIES Hosted by: Jeff Simley Al Rea

Hydrography Webinar Series Session 2 Agenda: 1. Introduction 2. NHDPlus Flow Computation and Analysis Al Rea 3. The National Flood Interoperability Experiment (NFIE) Ed Clark 4. Discussion

Hydrography Webinar Series Purposes: Share success stories from users who have solved real world problems using hydrographic data Provide information on the NHD, WBD and related products Provide a forum for users similar to what might be encountered in a conference setting

Hydrography Webinar Series Example Topics: Hydrology Resource Management Pollution Control Fisheries Emergency Management Mapping Elevation/Hydrography Integration

NHDPlus Flow Computation and Analysis Introductory Concepts by Al Rea U.S. Department of the Interior U.S. Geological Survey

Hydrography Webinar Series Seminar Formats: Use cases Underlying technology Rapid Fire sessions Collect feedback

Hydrography Webinar Series Seminar Information: http://nhd.usgs.gov/hydrographyseminarseries.html NHD Newsletter & Mailing list nhd@usgs.gov AWRA and other organization emails Contact info from webinar signup Expected Interval every 6-8 weeks Questions during webinar Q&A tab

NHDPlus V1 and V2 Team: Tommy Dewald EPA Project Manager Al Rea, Rich Moore and Craig Johnston USGS Water, NHDPlus Raster Processing Tim Bondelid Consultant to EPA, Hydrologist Cindy McKay Contractor to EPA, NHDPlus Technical Lead, Database & Software Design

Overview Flow computation and analysis: NHDPlus Components Surface Water Network NHDPlus Network Attributes Catchments Catchment & Watershed Attributes Points of Interest Linked the Network (gages, forecast points, dams) Analysis Example EROM Flows and Velocities

NHDPlusV2 Components Vectors Rasters NHD Snapshot WBD Snapshot Hydro-Enforcement Features Catchment Polys NED Snapshot Hydro DEM FDR/FAC Catchments More Many Attributes

Value Added Attributes (VAAs) For the Stream Network Analysis Navigation Stream Order Waterbody Identifier Network Identifier Level Path Identifier Distance to Terminus Stream Level FromNode/ToNode Hydrologic Sequence Divergence Main Path Start/Terminal Flags QA/QC ed Connectivity Table

From node/to node 10 9 Nationally unique ID s These are conceptual No feature class exists 5 8 6 7 4 3 2 1

Hydrologic Sequence Number Nationally unique sequence number All upstream flowlines have higher hydrologic sequence numbers and all downstream flowlines have lower hydrologic sequence numbers. 8 7 6 9 Sort: Ascending = downstream to up Descending = upstream to down 4 3 2 5 1

VAA Navigation By Query Four types of traversal Upstream Mainstem Upstream with Tributaries Downstream Mainstem Downstream with Divergences Various stopping conditions Well suited to large navigations

Navigation by Query Tools ArcMap Tools VAANavToolbarCom.dll & VAANavigatorCom.dll Callable Tools VAANavigatorCom.dll

NHDPlus Concepts: Rapid Navigation of the Linear Surface Water Network Susquehanna River Drainage Basin Susquehanna River Main Stem

Catchments Catchment delineation process developed out of the New England SPARROW project (USGS) and the Agree aml (University of Texas) Creates a hydrologically-conditioned DEM (HydroDEM) which integrates information from three datasets Catchments are generated from this HydroDEM Catchments provide linkage between landscape processes and stream network

Hydrologically-Conditioned DEM Incorporates: National Hydrography Dataset (NHD) Watershed Boundary Dataset (WBD) National Elevation Dataset (NED)

Catchment attributes included (incremental and cumulative): Climate (mean annual and monthly) Precip Temperature Runoff (mean annual and monthly by Wolock and McCabe) NLCD 2011 (all categories) Mean Latitude (incremental only)

Example Points/Lines of Interest along the Network: Stream Flow Gages (NHDPlus) Dams (restricted distribution) Water Quality Monitoring Stations, Discharge Permits, WQ Standards, Assessments, Impairments, and TMDLs (EPA) Road Crossings Habitat Others

NHDPlus V02 EROM Flow Estimation Steps 1. Runoff based on water balance model (RO) 2. Excess ET component that takes into account excess evapo-transpiration in the stream channel area (EET) 3. A regression of Step 2 flows on Gage flows using Reference gages (RGR) 4. A capability for users to add, remove and transfer flows (PlusFlowAR) 5. Adjustments to observed gage flows 6. A flow QA module to evaluate accuracy of the flow estimates

U.S.: Wolock and McCabe; Canada and Mexico: Canadian Forest Service 1971-2000

Step 1: Runoff (SR) 100,000 10,000 EROM Flow (cfs) 1,000 100 10 1 1 10 100 1,000 10,000 100,000 Gage Flow (cfs) QA Statistics Gage Runoff EET Ref Reg. PlusFlow Gage Seq. Mean Mean SEE Mean SEE Mean SEE Mean SEE SEE 2.36 2.17 58.8 2.17 58.8 2.37 32.6 2.37 32.6 23.0 25

Step 2: Excess Evapotranspiration (EET) 30000 Colorado River (Southwestern U.S.) Non-conservative routing model Conservative routing model Measured flow Streamflow (cfs) 25000 20000 15000 10000 5000 0 0 100000 200000 300000 400000 500000 600000 700000 Drainage basin area (km2) Method developed by Dave Wolock of USGS. (graphic courtesy of Dave Wolock) 26

Step 2: EET (10L) 100,000 90,000 80,000 70,000 EROM Flow (cfs) 60,000 50,000 40,000 30,000 20,000 10,000 0 0 10,000 20,000 30,000 40,000 50,000 60,000 70,000 80,000 90,000 100,000 Gage Flow (cfs) QA Statistics Gage Runoff EET Ref Reg. PlusFlow Gage Seq. Mean Mean SEE Mean SEE Mean SEE Mean SEE SEE 2.35 2.46 118.7 2.30 90.6 2.37 32.6 2.37 32.6 23.0 27

Step 3: Reference Gage Regression (SR) 100,000 10,000 EROM Flow (cfs) 1,000 100 10 1 1 10 100 1,000 10,000 100,000 Gage Flow (cfs) QA Statistics Gage Runoff EET Ref Reg. PlusFlow Gage Seq. Mean Mean SEE Mean SEE Mean SEE Mean SEE SEE 2.36 2.17 58.8 2.17 58.8 2.37 32.6 2.37 32.6 23.0 28

Step 4: Transfer, Withdraw, Augment Flows ( PlusFlowAR ).3.3 2 2 1 4 6.5 7 9 Transfer 2 cfs 8 10.5 2.5 12 29

Step 4: PlusFlowAR (NE) 100,000 10,000 EROM Flow (cfs) 1,000 100 10 1 1 10 100 1,000 10,000 100,000 Gage Flow (cfs) QA Statistics Gage Runoff EET Ref Reg. PlusFlow Gage Seq. Mean Mean SEE Mean SEE Mean SEE Mean SEE SEE 2.42 2.40 14.9 2.40 14.9 2.43 14.7 2.43 11.7 10.9 30

Step 5: Gage Adjustment.3.3 2 2 Flowline adjustments closest to the gage will get higher weights than Flowlines farther from the gage 1 6.5 9 10.5 Gage DA = 12 Gage Q = 13 EROM Flow = 12 QAdj = 13 12 = 1 12 31

Gage Adjustment: Re-Accumulated Flows.3.3 2 2 1 6.16.5 9.40 10.67.5 Gage DA = 12 Gage Q = 13 Flowline Flow = 12 QAdj = 13 12 = 1 13 32

Gage Adjustment QA: Randomly remove 20% of the gages from the gage adjustment Called Gage Sequestration Provides a ballpark estimate of how well the final, gage-adjusted flows match gage flows QA Statistics Gage Runoff EET Ref Reg. PlusFlow Gage Seq. Mean Mean SEE Mean SEE Mean SEE Mean SEE SEE 2.36 2.17 58.8 2.17 58.8 2.37 32.6 2.37 32.6 23.0 33

Streams symbolized using EROM flows:

Teaser USGS and the NHDPlus team have begun work on High Resolution NHDPlus based on HiRes NHD and 10-m NED/3DEP but that s a topic for another day

Hydrography Webinar Series Session 2 Agenda: 1. Introduction 2. NHDPlus Flow Computation and Analysis Al Rea 3. The National Flood Interoperability Experiment (NFIE) Ed Clark 4. Discussion

NFIE PRESENTATION

U.S. GEOLOGICAL SURVEY HYDROGRAPHY WEBINAR SERIES SESSION 3 JULY 30, 2015

USGS Hydrography Webinar Series Closing Poll Recording and Presentations http://nhd.usgs.gov/hydrographyseminarseries.html