Watershed Management Program Topographic Information Watershed Evaluation Watershed Management Plan Implementation of Best Management Practices Maintenance.

Slides:



Advertisements
Similar presentations
Spatial classification data are of minimal value to support model representation because the uncertainty associated with parameterization is too high.
Advertisements

A Model for Evaluating the Impacts of Spatial and Temporal Land Use Changes on Water Quality at Watershed Scale Jae-Pil Cho and Saied Mostaghimi 07/29/2003.
4 th International Symposium on Flood Defence Generation of Severe Flood Scenarios by Stochastic Rainfall in Combination with a Rainfall Runoff Model U.
Terrain for the Lower Colorado River Flood Damage Evaluation Project Erin Atkinson, Halff Associates, Inc. Rick Diaz, Lower Colorado River Authority Symposium.
CHARACTERISTICS OF RUNOFF
Fort Bragg Cantonment Area Background The USGS is working with the U.S. Army at Fort Bragg to develop a Storm Water Pollution Prevention Plan (SWP3). The.
Towards a real-time landslide early warning strategy in Hong Kong Qiming Zhou and Junyi Huang.
Green-Ampt Parameterization for Rainfall Excess Determination
Floodplain Boundary Standard A Coastal Perspective May 23, 2012 Mark Zito, GISP, CFM CDM Smith Alex Sirotek, CFM CDM Smith RSC 1 Lead.
Floodplain Mapping Using AV-RAS Esteban Azagra and Francisco Olivera, Ph.D. Center for Research in Water Resources University of Texas at Austin.
Floodplain Mapping using HEC-RAS and ArcView GIS Eric Tate Francisco Olivera David Maidment
Digital Elevation Model based Hydrologic Modeling Topography and Physical runoff generation processes (TOPMODEL) Raster calculation of wetness index Raster.
Processing Geospatial Data with HEC-GeoRAS 3.1
Geographic Information Systems : Data Types, Sources and the ArcView Program.
Texas A&M University, Department of Civil Engineering CVEN 689 Applications of GIS in Civil Engineering Professor: Dr. Francisco Olivera Student: Brad.
GI Systems and Science January 23, Points to Cover  What is spatial data modeling?  Entity definition  Topology  Spatial data models Raster.
Utilizing a Basinwide Approach for the North Carolina Flood Mapping Program John Dorman, Program Director, NC CTS Flood Mapping Program Gib Jones, P.E.,
Fort Bragg Cantonment Area Cape Fear River Basin LIDAR data have been used to create digital contours and topographic maps. 1.A Digital Elevation Model.
Processing Terrain Data in the River Proximity Arc Hydro River Workshop December 1, 2010 Erin Atkinson, PE, CFM, GISP Halff Associates, Inc.
North Carolina Neuse River Basin Plan Final Scoping Meetings April 23, 24, and 25, 2001.
 Life in communities has changed over the years.  One of those changes is in transportation. Transportation is a way of moving people or things from.
IX. 1 See these resources: HDS6-01 (Section 9.3), HEC20-95 (Section 4.3 to 4.7), HDS1-78 (Section 11), TXDOT-02 (Section 4.4), FITD Class CD IX. Overview.
Civil and Environmental Engineering Applications.
Watershed Modeling Nuts and Bolts: Arc Hydro
FNR 402 – Forest Watershed Management
Interface data models Model 1 Model 2 Model 3 GIS Geo Database Arc Hydro data model Geographically Integrated Hydrologic Modeling Systems.
DICKINSON BAYOU WATERSHED GALVESTON COUNTY, TEXAS Jason Christian, P.E. National Flood Workshop October 24-26, 2010 – Houston, Texas PROBABILISTIC FLOODPLAIN.
Module 6: Design Process Preliminary Field Review Preliminary Erosion and Sediment Control Design Report, including Preliminary NOI Package Alignment and.
North Carolina White Oak River Basin Plan December 19, 2000.
ArcHydro – Two Components Hydrologic  Data Model  Toolset Credit – David R. Maidment University of Texas at Austin.
by David M. Beekman and Vito A. Cimino
How do we represent the world in a GIS database?
National Research Council Mapping Science Committee Floodplain Mapping – Sensitivity and Errors Scott K. Edelman, PE Watershed Concepts and Karen Schuckman,
Behind The Curtain: GIS and Floodplain Mapping Adam Daily, Bradford Hartley, & Adam Pooler GIS Analysts Stantec Consulting Services Inc Ohio GIS.
Stormwater Retrofitting: The Art of Opportunity Prepared by the Center for Watershed Protection.
North Carolina Tar-Pamlico River Basin Plan Final Scoping Meetings January 30 and 31, 2001.
Watershed Modeling using HEC-HMS and EPA-SWMM ©T. G. Cleveland, Ph.D., P.E. 10 July 2012 Lesson 2.
Flood Map Modernization and North Dakota Julie Prescott, ND Map Modernization Coordinator North Dakota State Water Commission And Brian Fischer, CFM, GIS.
In coordination with FEMA Kickoff Meeting Ventura County, CA April 29, 2010.
GIS Data Structures How do we represent the world in a GIS database?
Development of a Geographic Framework for an Integrated Flood Modeling System Oscar Robayo Tim Whiteaker August 10, 2004 University of Texas at Austin.
Description of WMS Watershed Modeling System. What Model Does Integrates GIS and hydrologic models Uses digital terrain data to define watershed and sub.
1 Integrating Water Resources Engineering and Geographic Information Systems (GIS) National Weather Service NWSRFS International Workshop October 21-23,
FLOOD MAPPING Menaxhimi i rezikut te permbytjeve Objektivat Gjenerale.
Watershed Modeling Approaches Distributed: CASC-2D (CSU, U Conn, WMS) overland flow: 2-D diffusion wave with explicit FD channel flow: 1-D diffusion wave.
Floodplain Analysis with ArcGIS Model Builder
1-Day of 2-D How Are The Results Of Hydraulic Models Used To Manage Floodplain Development Under The NFIP? Eric Simmons, FEMA Region IX.
Agenda  Review project scope and goals  Update project status  Review results of public surveys  Identification of capital projects  Draft capital.
ArcView 3-D Analyst.
SWFWMD LiDAR Specifications – 18 April 2008 LiDAR Specifications at the SWFWMD Ekaterina Fitos & Al Karlin.
Surface Water Surface runoff - Precipitation or snowmelt which moves across the land surface ultimately channelizing into streams or rivers or discharging.
U.S. Department of the Interior U.S. Geological Survey.
Hydrologic Objects for Modeling: One Viewpoint Thomas A. Evans US Army Corps of Engineers Hydrologic Engineering Center.
Floodplain Mapping using TINs Triangulated Irregular Networks (TINs) Representation of stream channels using TINs Floodplain delineation using HEC-HMS,
General Introduction. Developed by USGS Freely available via Internet
Talavera Floodplain Delineation Study Technical Review Noah’s Ark Group Study Las Cruces, New Mexico September 17, 2008.
WATERWAYS AND BRIDGES IN TEXAS “Final” Presentation by: Brandon Klenzendorf CE 394K Dr. Maidment.
Design Reservoir Water- Management Data Model By: Adel M. Abdallah Instructors: David Rosenberg and Dr. Jeff Horsburgh Oct. 16, 2012 Hydroinformatics,
Water Availability 1996 Texas drought –Governor Bush asks “how much water do we have? How much are we using? How much do we need?” -- Ooops. No good answers!
Application of TOPMODEL GIS for Bear River Watershed
Week 1.
North Carolina Lumber River Basin Plan
DES 606 : Watershed Modeling with HEC-HMS
Distributed modelling
Map-Based Hydrology and Hydraulics
Statistical surfaces: DEM’s
CEVE 412/512 Dr. Phil Bedient Jan 2016
Dust Off Your Data: How existing information is being leveraged to evaluate and optimize municipal systems.
May 18, 2016 Spring 2016 Institute of Space Technology
Spatial interpolation
Presentation transcript:

Watershed Management Program Topographic Information Watershed Evaluation Watershed Management Plan Implementation of Best Management Practices Maintenance of Watershed Parameters and Models

Project Development Project issues and approach outline Project timeline, and staff allocation and cost spreadsheet Project communication and quality assurance plan

Digital Topographic Information –Horizontal and vertical datum establishment; –Collection of existing topographic information and generation of topographic feature classes necessary for building a DTM of the watershed; –Datum conversion; –Identification of topographic voids; –Acquisition of topographic information using aerial methods or other approved methods; –Triangulated Irregular Network (TIN) and Digital Elevation Model (DEM) for Watershed Evaluation processing; –Project management and quality control; and –Final approved deliverables for Digital Topographic Information.

Watershed Evaluation –Generic watershed feature assembly, evaluation, and processing from existing data sources; –Field data acquisition approach to refine DTM and hydraulic features (locations, methods, and accuracy); –Public Notification –Field reconnaissance and acquisition of additional spatial (xyz) information and attributes for DTM and hydraulic feature refinement; –TIN and DEM refinement based on added information from desktop evaluation and field reconnaissance; –Generic hydrologic features; –Generic hydraulic features; –Surface water resource assessment analysis approach; –Project management and quality control; and –Final approved deliverables for the Watershed Evaluation.

Watershed Management Plan –Refined generic and semi-generic geodatabase, and parameterization for specific use geodatabase or database; –Watershed computer simulation model development and verification; –Floodplain analysis and delineation; –Public notification, public meeting and 90 day review and comment period; –Revised floodplain analysis and delineation based on public comment and review; –Level of service determination; –Digital Flood Insurance Rate Maps (DFIRM) generation; –Surface water resource assessment; –Best Management Practices (BMP) alternative analysis; –Project management and quality control; –Final approved deliverables for Watershed Management Plan; and –Conceptual Environmental Resource Permit application(s) for Selected BMP(s). (optional)

Issues Rainfall excess method for Floodplains –SCS/NRCS not reasonable for floodplains in watersheds with deep type A soils –Dynamics of saturation excess and level of detail –S or total retention storage, including initial soil storage. –Storage threshold for Initial abstraction in the hydrology and storage threshold for dynamic storage (explicit in the model) One day ERP, Five day for floodplains Percolation as an outfall for storage areas QA/QC, Public review and comment Maintenance and FIRMs effective flood hazard zones Event Based rainfall. Spatial and temporal distribution of the design event

Overland Weirs in 1-D unsteady state models –Connected reservoirs or channel to a reserviors Storage threshold for Initial abstraction in the hydrology and storage threshold for dynamic storage (explicit in the model) The G&S is not an excuse, not to think.