Examination of high pulse flows duration in Neches Basin

Slides:



Advertisements
Similar presentations
Development of a GIS Coverage of Impaired Streams in Texas Presented by Samantha Hon CE 394K Nov. 19, 2002.
Advertisements

Unit Hydrograph The Unit Hydrograph Unit Hydrograph Derivation
National Hydrography Data Use and Applications.
PrePro2004: Comparison with Standard Hydrologic Modeling Procedures Rebecca Riggs April 29, 2005.
Application of HEC- HMS for Hydrologic Studies Texas A&M University Department of Civil Engineering CVEN689 – Applications of GIS in CE Instructor: Dr.
CVEN 689 Instructor: Dr. Francisco Olivera Estimating Salt Concentration at Ungaged Locations from Parameters derived using GIS Ganesh Krishnamurthy Water.
Hydrologic/Watershed Modeling Glenn Tootle, P.E. Department of Civil and Environmental Engineering University of Nevada, Las Vegas
Colorado Basin River Forecast Center Water Supply Forecasting Method Michelle Stokes Hydrologist in Charge Colorado Basin River Forecast Center April 28,
1 Real Time Flood Forecasting for the Willamette Basin using HEC-CWMS / ResSim Modeling Real Time Flood Forecasting for the Willamette.
WinTR-20 Advanced Features March WinTR-20 Project Formulation Hydrology Computer Program Advanced Features Presented by: WinTR-20 Development Team.
AIP-7 (2014) GEOSS Water Services Team. Land Air Water Aoteara: LAWA New Zealand
David K. Arctur, David R. Maidment Center for Research in Water Resources University of Texas at Austin OGC Hydro DWG Annual Workshop BRGM, Orleans France,
Using ArcGIS ModelBuilder for Conservation & Ag Drainage Projects Janell Weiss Nutrient Mgmt. Specialist/Ag Technician Darke Soil & Water Conservation.
DIGITAL ELEVATION MODELING GEOG 421: DR. SHUNFU HU, SIUE Project One Steve Klaas Fall 2013.
Ongoing Research Skunk Works project Started before hydromod was mainstream Hydromod only Engineering challenge to solve agency processing problem for.
Preparing input for the TOPKAPI (TOPographic Kinematic Approximation and Integration) model PRASANNA DAHAL.
Basic Hydrology & Hydraulics: DES 601 Module 6 Regional Analysis.
ARC GIS IN THE SANTA RIVER BASIN IN PERU GIS in Water Resources Fall 2006 Professor: Dr. David Maidment Presented by Presented by Eusebio Ingol.
GIS for Atmospheric Sciences and Hydrology By David R. Maidment University of Texas at Austin National Center for Atmospheric Research, 6 July 2005.
Modeling Stream Flow of Clear Creek Watershed-Emory River Basin Modeling Stream Flow of Clear Creek Watershed-Emory River Basin Presented by Divya Sharon.
A Hydrologic Study of the Kane Caves in Wyoming Valerie A. Bennett CE 394K Fall 2000.
Hydrology of Inland Flooding  Stream Gauges  Hydrologic Forecast Process  Forecast Considerations  Forecast Hydrographs 3-1.
MRC-MDBC STRATEGIC LIAISON PROGRAM BASIN DEVELOPMENT PLANNING TRAINING MODULE 3 SCENARIO-BASED PLANNING for the MEKONG BASIN Napakuang, Lao PDR 8-11 December.
Regional Flood Awareness Workshop December 3, 2009 Jeff Graschel Service Coordination Hydrologist Lower Mississippi River Forecast Center.
WATERWAYS AND BRIDGES IN TEXAS “Final” Presentation by: Brandon Klenzendorf CE 394K Dr. Maidment.
HYDROGRAPH is a graph showing the rate of flow (discharge) versus time past a specific point in a river, or other channel or conduit carrying flow. It.
Basic Hydrology: Rainfall-runoff based methods – III
Basic Hydrology & Hydraulics: DES 601
BUILDING AND RUNNING THE HYDROLOGICAL MODEL
OGP Seabed Survey Data Model (SSDM)
Routing-Hydrologic and Hydraulic
Rainfall-Runoff modeling
HEC-HMS Simulation Adding a detention pond at the outlet
Utah State University GIS in Water Resources CEE 6440 Term Project
Modified Rational Method for Texas Watersheds
Spatial Models – Raster Stacy Bogan
Lauren Schneider CE394K.2 Surface Water Hydrology Dr. Maidment 4/28/05
Management of Flood Waters through Mcphee Reservoir
Labyrinth Weir Flow Analysis & Maps
Approaches to Continental Scale River Flow Routing
The NAS Report: Where to from here?
Water Rights Analysis Package A Front-end Look at the WRAP Model
JavaScript: Functions.
Database Management  .
Midwest Regional Flood Frequency Analysis
Using Northeast Regional Climate Center (NRCC) Data with WinTR-20
National Water Model (Provided by NOAA)
CEE 3430 – Engineering Hydrology David Rosenberg March 26, 2012
Following the Lower Colorado River with the guidance of BASINS 3.0
Hydro Networks in GIS Network model Flow on Networks
Hydrologic River Routing
Hydrologic Simulation Models
Construction of a Rio Grande Schematic Model
Model Calibration and Forecast Error for NFIE-Hydro
Regional Hydraulic Model for the City of Austin
Overview of Models & Modeling Concepts
Analysis of the Snow Water Equivalent (SWE) in the Logan River Watershed Paul Ackerson CEE 6440.
Recharge to the Edwards Aquifer in the Nueces Basin
Ratio of Water used by Agriculture to Discharge into the Great Salt Lake in the Bear River Basin Presented by: Timothy Shaffer.
Comparing NFIE RAPID models with measured river flood hydrographs.
CE 384N GIS in water resources Flooding in Houston during Hurricane Harvey Yun Liu (Lorraine) 11/27/2018.
Spatial Distribution of Pulsed Environmental Flows
Flooding in Flathead County and Kalispell, MT
Preciptation.
Precipitation and Runoff Generation
CE 384N GIS in water resources Flooding in Houston during Hurricane Harvey Yun Liu (Lorraine) 11/27/2018.
HYDROLOGICAL Study for DESIGN AL MALEH DAM
WinTR-20 Project Formulation Hydrology Using WinTR-20 for Small Watersheds What is Small ?? Some individuals are using WinTR-20 for subdivision planning.
Flood Modeling Tools for Response and Alerting
Flood Inundation Mapping
Presentation transcript:

Examination of high pulse flows duration in Neches Basin Presenter: Runnan Li Instructor: Dr. Maidment

Environmental flows and high pulse flow A certain level of flow is necessary to maintain healthy stream ecology A collection of varying flow requirements is called “environmental flows”. High pulse flow is one category of environmental flows.

Example of Environmental Flow Standards at One Gage

Map of Regulated Gages and TCEQ Water Right Points But take Neches Basin as an example, there are only five gages with standards written, but the water right points where people divert water are much more than that. For decision makers, when taking environmental flows into account, Certain flow characteristics written in the regulations need to be converted to those unregulated water diversion locations.

Transposing pulse flow characteristics A pulse scaling method works well within basins The method does not succeed when points are in different basins. Duration predictions are much more successful than the trigger flow or volume predictions

Objectives Project the instream runoff in Neches Basin at a series of time steps in ArcGIS (https://www.youtube.com/watch?v=cctC_Y0W3d8) Discuss the difference in the flow rate changing of main streams in different sub-basins. Generate hydrograph for selected points Compare the duration of certain flow rate magnitude *video accessed from http://rapid-hub.org/animations.html

NHDPlus: flowlines, watershed delineation Data NFIE real-time forecasting instream discharge of Memorial Weekends flooding (RAPID) (starting from 2015.05.24 13:00,14 one-hour time steps) NHDPlus: flowlines, watershed delineation TCEQ environmental flow rules reports

Display NFIE-RAPID outputs in ArcGIS NetCDF file Multidimension Tools! Here I used the “Make NetCDF Table View” tool.

Display NFIE-RAPID outputs in ArcGIS Extract Qout of all reaches at a single time step – A flow map Extract Qout of a single reach at all time step – A hydrograph

Flow map – all reaches at a single time step Main difference happens here: Row Dimensions set here determine the number of rows in the table view and the fields that will be present. For instance, if stationID is a dimension in the netCDF file and has 10 values, by setting stationID as the dimension to use, 10 rows will be created in the table view. If stationID and time are used and there are 3 time slices, 30 rows will be created in the table view. Dimension Values (optional) A set of dimension-value pairs used to specify a slice of a multidimensional variable.

Flow map – all reaches at a single time step Display at first time step by default

Flow map – all reaches at a single time step Then use the “Select by Dimension” tool Select by Dimension Updates the netCDF layer display or netCDF table view based on the dimension value.

Flow map – all reaches at a single time step

Flow map – all reaches at a single time step The table is updated like this

Flow map – all reaches at a single time step Join the data obtained from netcdf file to my prepared NHDPlus flowline shapefile. COMID is the unique identifier.

Flow map – all reaches at a single time step Result. Graduated symbology.

Hydrograph– a single reach at all time step

Hydrograph– a single reach at all time step

Hydrograph– a single reach at all time step

Hydrograph– a single reach at all time step High pulse flow magnitude written in rules is 820 cfs – 23 m3/s Not suitable for high pulse flow study Result. At the right end, the discharge rate is still continuing at a high level. Need following data to finish this flooding period.

Thank you!