Https://engineering.purdue.edu/~ldc WEB-BASED LOAD DURATION CURVE Indrajeet Chaubey Purdue University Presented at the EPA Region 5 TMDL Practitioners.

Slides:



Advertisements
Similar presentations
Flow Duration Curves: Spreadsheet and PowerPoint Tutorial By: Ernest L. Johnson III 1 and Bruce Cleland 2 1 Assessment Branch, Office of Water Quality.
Advertisements

Unearthing the Unit Hydrograph
Leona River Potential Loads and Sources for Bacteria and Nitrates Texas Institute for Applied Environmental Research Stephenville, Texas June 4, 2013.
IDEM TMDL 101 Everything you wanted to know about Total Maximum Daily Loads.
LTHIA – Upgrades and Training Bernard A. Engel Tong Zhai Larry Theller Agricultural and Biological Department Purdue University In conjunction.
Web-Based GIS for Hydrological Impact Analysis Bernie Engel, Professor and Head Larry Theller, GIS Specialist Agricultural and Biological Engineering Purdue.
Workshop for Watershed Management Using Web-Based Decision Support Tools Bernard A. Engel Jin-Yong Choi.
This tutorial will show you, step by step, how to upload a file to Moodle.
Bernie Engel Purdue University. Web-based DSS Tools Online Watershed DelineationOnline Watershed Delineation L-THIA & L-THIA LIDL-THIA & L-THIA LID Watershed.
BlackBoard Content Collection Retrieval Annual Assessment Updates
WEB-BASED LOAD DURATION CURVE Indrajeet Chaubey Purdue University.
Watershed Characterization System (WCS) and its Modeling Extensions
Course Orientation Assignments Tool. If the Assignments tool has been added to the course, use the Assignments link in the Course Menu to access upcoming.
Introducing Web-Based Decision Tools for Environmental Watershed Management Bernie Engel and Roxanne Mitchell Agricultural & Biological Engineering Purdue.
Hydrological Modeling FISH 513 April 10, Overview: What is wrong with simple statistical regressions of hydrologic response on impervious area?
V I T R C Free PDF Conversion. V I T R C What do I do?  Open an Internet Browser  Go to
Watershed Management Decision Support Using Web-Based Hydrological Tools and GIS Bernard A. Engel Jin-Yong Choi Larry Theller Agricultural and Biological.
Urban Storm-Water Management Plan Utilizing Arc View and HEC-HMS College Station, Texas Kara Corcoran CVEN 689.
Approaches to Addressing Bacteria Impairments Kevin Wagner Texas Water Resources Institute.
User guide Harris Broadcast May How to use Broadcast Go to: Click on broadcast.
Accessing LIDAR GIS day 2012 Larry Theller ABE Purdue University.
Portfolio Manager ® 301. Learning Objectives In this session, you will learn about some advanced features of EPA’s ENERGY STAR Portfolio Manager tool:
GIS Tools for Watershed Delineation Public Policy Perspectives Teaching Public Policy in the Earth Sciences April 21, 2006 Gary Coutu Department of Geography.
WQX Web and FIFRA Data Larry Theller, ABE, Purdue University Leighanne Hahn, OISC March 22, 2012.
Partnership Demonstrations. ◦ High Impact Targeting of NPS Pollution – GLRI, MSU ◦ Pesticide Drift Registration (“Drift Watch”), Purdue ◦ LID—LTHIA/ Fort.
MAKEOVER WEB EDITION MCPSS Web Site – Teacher Page Extreme.
GIS-Hydro Database for Tres Palacios Bay Stephanie Johnson GIS in Water Resources Class Presentation November 21, 2006 Dr. David Maidment – Advisor UT.
Water Quality Data, Maps, and Graphs Over the Web · Chemical concentrations in water, sediment, and aquatic organism tissues.
Website Editing From Gingerweb The Image Gallery.
Creating a backup file Downloading a backup file Uploading a backup file Resetting or restoring your course from a backup file.
Effect of Spatial Variability on a Distributed Hydrologic Model May 6, 2015 Huidae Cho Water Resources Engineer, Dewberry Consultants Part-Time Assistant.
WQX Web and OISC FIFRA Data, and follow-on work in 2015 Larry Theller, ABE, Purdue University April 16, 2015.
Larry Theller Bernie Engel Youn Shik Park Purdue University GLRI Project Corps of Engineers 516(e) Program. May 17-18, 2011.
Larry Theller, Bernie Engel, Youn Shik Park for Purdue University ABE and Office of Indiana State Chemist September 27-28, 2012 “Empowering Water Quality.
Attachment B Water Quality Duration Curves for the Lower Eel River Watershed.
A Guide to Using Google Docs for Miss Micklos and Mr. Kelly Google Docs.
West Fork Whitewater River E. coli Water Quality Duration Curve (all sites) IDEM Water Quality Data & USGS Gage Stream Flow Data Upstream Drainage.
Review of SWRCB Water Availability Analysis Emphasis on Dry Creek Water Availability Analysis.
Deep River-Portage Burns Watershed TMDL Stakeholder Meeting March 13, 2013.
Western Washington Hydrology Model 2005 AWRA Annual Conference Doug Beyerlein, P.E. Joe Brascher Shanon White Clear Creek Solutions, Inc.
Purdue Status Report Summer Meeting 2012 Midwest Spatial Decision Support Interest Group Region 5 EPA July 9, 2012 Bernie Engel, Larry Theller, Youn Shik.
State Board Modeling Needs and Interests Eric Berntsen, PH, CPESC, CPSWQ State Water Resources Control Board CWEMF Hydrology and Watershed Modeling Workshop.
BASINS 2.0 and The Trinity River Basin By Jóna Finndís Jónsdóttir.
WQX Web and FIFRA Data EPA Region 5 pre-SFIREG meeting WQX demonstration Larry Theller, ABE, Purdue University Leighanne Hahn, OISC Conference Call April.
September 2012 Developed by Agricultural and Biological Engineering Department at Purdue University and Department of Regional Infrastructures Engineering.
Lisa Hair, PE, USEPA 2012 USACE Silver Jackets Workshop.
Purdue Status Report Summer Meeting 2012 Midwest Spatial Decision Support Interest Group EPA Region 5 July 9, 2012 Bernie Engel, Larry Theller, Youn Shik.
Larry Theller, Bernie Engel, Youn Shik Park for Purdue University ABE and Office of Indiana State Chemist September 27-28, 2012 “Purdue Load Duration Curve.
A quantification of groundwater seepage during drought and its importance for water quality modeling in the St. Vrain watershed Hannah Chapin Thomas Gerber.
OURSTORY.COM Make Collaborative Timelines By Nancy Brown.
Using SPSS Note: The use of another statistical package such as Minitab is similar to using SPSS.
Using Groundwater and Surface Water Models for the Marcus Hook Refinery CE 394K.2 Surface Water Hydrology Presented by Julie Kim April 29, 1999.
Black Turtle Land Use Change Hydrologic Impact Evaluation Using Desktop and Web-GIS Capability Kyoung Jae Lim, Bernard A. Engel, Jin-Yong Choi, Jon Harbor,
Black Turtle Land Use Change Hydrologic Impact Evaluation Kyoung Jae Lim, Bernard A. Engel, Jin-Yong Choi, Jon Harbor, Larry Theller Purdue University.
Larry Theller, Bernie Engel, Youn Shik Park for Purdue University ABE and Office of Indiana State Chemist September 27-28, 2012 “Purdue Load Duration Curve.
Bernie Engel, Larry Theller, James Hunter
L-THIA Online and LID in a watershed investigation
L-THIA Online and LID Larry Theller
Adding a File to a Course
Using SPSS Note: The use of another statistical package such as Minitab is similar to using SPSS.
Lower Laguna Madre Water Quality
Liana Prudencio and Sarah E. Null
Data Sources for GIS in Water Resources by David R
Other Features – Filter Options
Hydrologic Conditions: Surface and Ground Water Resources July 2012
Mike Bira EPA Region 6 NPS Program
IBM SCPM PIT Data Download/Upload
IBM SCPM PIT Data Download/Upload
Data Sources for GIS in Water Resources
Using SPSS Note: The use of another statistical package such as Minitab is similar to using SPSS.
Presentation transcript:

WEB-BASED LOAD DURATION CURVE Indrajeet Chaubey Purdue University Presented at the EPA Region 5 TMDL Practitioners Workshop April 20, 2008

Collaborators Christine Urban – EPA Region 5 Bernard Engel, James Hunter, Joseph Quansah, Larry Theller – Purdue University K.J. Lim – Kangwon National University Stacy Goodwin – IDEM Thomas Over - USGS

Flow Duration Curve (FDC) Flow Duration Curve (Adapted from USEPA, 2007)

Flow Duration Curve (FDC)  Use: Flow patterns variability assessment in historic flow data  Flow Data Source: USGS, modeling, etc.  Analyzing FDC: Hydrologic condition indicator divisions for FDC depends on the local hydrology and the water quality issues: EPA (2007) recommends five hydrologic zones/categories –  High flows (0-10%)  Moist conditions (10-40%)  Mid-range flows (40-60%)  Dry conditions (60-90%)  Low flows (90-100%)

Load Duration Curve (LDC)  Use: To understand water quality concentration and load variability for developing TMDLs  Water Quality Data: Federal, State and Educational institutions, watershed practitioners, etc  Water Quality Standard: EPA, Local Stakeholders  LDC Development: LDC = Stream flow *water quality target *conversion factor

Load Duration Curve (LDC) Flow Duration Curve (USEPA, 2007) In compliance Out of compliance

Web-Based Flow Duration and Load Duration Curve Tool

1. Enter/Upload Flow Data for FDC This option lets you enter your own flow data directly on the spreadsheet This option lets you upload your own flow data from an existing file

1A. Enter Flow Data for FDC You can type your own Description here Date should be in yyyymmdd format Flow unit can be either cms or cfs Clicking this button will create the FDC

Flood Conditions 100 cfs Flow Duration Curve ( ) for USGS Gauge , Cedar Creek, IN 1A. Enter Flow Data for FDC FDC – Analysis

You can download the dataset by Clicking on this button You can click on the graph/image to save it on your computer 1A. Enter Flow Data for FDC

1B. Upload Flow Data for FDC

1B. Upload Flow Data for FDC You can click on this button to see Example data format

1B. Upload Flow Data for FDC You can browse the file containing Flow data and then click on upload

Click this button to Generate FDC 1B. Upload Flow Data for FDC Flow unit can be either cms or cfs You can type your own Description here

Flood Conditions 100 cfs Flow Duration Curve ( ) for USGS Gauge , Cedar Creek, IN 1B. Upload Flow Data for FDC FDC – Analysis

3. Retrieve USGS Flow Data and Enter /Upload WQ Data for LDC 3 This option lets you use Google to select a USGS Gauge and directly upload flow data into the tool This option lets you enter a USGS Gauge number to directly upload flow data into the tool

3A. Retrieve USGS Flow Data and /Upload WQ Data for LDC You can click here to retrieve USGS flow data

3A. Retrieve USGS Flow Data and Enter /Upload WQ Data for LDC 3 Select beginning and Ending dates Click this button to Generate FDC only

Flood Conditions 100 cfs Flow Duration Curve ( ) for USGS Gauge , Cedar Creek, IN 3A. Retrieve USGS Flow Data and Enter /Upload WQ Data for LDC FDC – Analysis

3B. Retrieve USGS Flow Data and /Upload WQ Data for LDC You can enter USGS gauge number to retrieve flow data Select beginning and Ending dates Click this button to Generate FDC

Flood Conditions 100 cfs Flow Duration Curve ( ) for USGS Gauge , Cedar Creek, IN 3B. Retrieve USGS Flow Data and Enter /Upload WQ Data for LDC FDC –Analysis

2. Enter / Upload Flow and WQ Data for LDC This option lets you enter your own flow and WQ data directly on the spreadsheet This option lets you upload your own flow and WQ data from an existing file

2A. Enter / Upload Flow and WQ Data for LDC You can type your own description here Date should be in yyyymmdd format Flow unit can be either cms or cfs Clicking this button will create the FDC and LDC WQ unit can be ppm, ppb or count/100ml You can type water quality pollutant name here You can enter WQ standard or criteria value

Flood Conditions 100 cfs Flow Duration Curve ( ) for USGS Gauge , Cedar Creek, IN FDC –Analysis 2. Enter / Upload Flow and WQ Data for LDC

LDC ( ) for Ammonia at USGS Gauge , Cedar Creek, IN FDC – Result Analysis 2. Enter / Upload Flow and WQ Data for LDC

WQ Target (0.10 ppm) Target Concentration Graph for Ammonia at USGS Gauge , Cedar Creek, FDC – Result Analysis 2. Enter / Upload Flow and WQ Data for LDC

You can download the dataset by Clicking on this button FDC – Result Analysis 2. Enter / Upload Flow and WQ Data for LDC

2B. Enter / Upload Flow and WQ Data for LDC

2B. Enter / Upload Flow and WQ Data for LDC You can type your own Description here Date should be in yyyymmdd format Flow unit can be either cms or cfs Clicking this button will create the FDC and LDC WQ unit can be ppm, ppb or count/100ml You can type water quality pollutant name here You can enter WQ standard or criteria value

LDC ( ) for Ammonia at USGS Gauge , Cedar Creek, IN FDC – Result Analysis 2. Enter / Upload Flow and WQ Data for LDC

WQ Target (0.10 ppm) Target Concentration Graph for Ammonia at USGS Gauge , Cedar Creek, FDC – Result Analysis 2. Enter / Upload Flow and WQ Data for LDC

3. Retrieve USGS Flow Data and Enter /Upload WQ Data for LDC This option lets you use Google to select a USGS Gauge and directly upload flow data into the tool This option lets you enter a USGS Gauge number to directly upload flow data into the tool

3A. Retrieve USGS Flow Data and /Upload WQ Data for LDC You can here to retrieve USGS flow data

3A. Retrieve USGS Flow Data and Enter /Upload WQ Data for LDC Select beginning and Ending dates Click this button to Generate LDC Flow unit can be either cms or cfs You can type your own Description here You can enter WQ standard value WQ unit can be ppm, ppb or count/100ml You can type water quality pollutant name here

3A. Retrieve USGS Flow Data and Enter /Upload WQ Data for LDC Select beginning and Ending dates Click this button to Generate LDC

Flood Conditions 100 cfs Flow Duration Curve ( ) for USGS Gauge , Cedar Creek, IN FDC –Analysis 3. Retrieve USGS Flow Data and Enter /Upload WQ Data for LDC

LDC ( ) for Ammonia at USGS Gauge , Cedar Creek, IN FDC – Result Analysis 3. Retrieve USGS Flow Data and Enter /Upload WQ Data for LDC

WQ Target (0.10 ppm) Target Concentration Graph for Ammonia at USGS Gauge , Cedar Creek, FDC – Result Analysis 3. Retrieve USGS Flow Data and Enter /Upload WQ Data for LDC

You can download the dataset by Clicking on this button FDC – Result Analysis 3. Retrieve USGS Flow Data and Enter /Upload WQ Data for LDC

4. Using USGS Flow Data * Drainage Area Ratio and Entered /Uploaded WQ Data for LDC This option lets you use Google to select a USGS Gauge and directly upload flow data into the tool This option lets you enter a USGS Gauge number to directly upload flow data into the tool Enter Watershed Area-Ratio

You can click here to retrieve USGS flow data 4. Using USGS Flow Data * Drainage Area Ratio and Entered /Uploaded WQ Data for LDC

Select beginning and Ending dates Click this button to Generate LDC Flow unit can be either cms or cfs You can type your own Description here You can enter WQ standard value WQ unit can be ppm, ppb or count/100ml You can type water quality pollutant name here 4. Using USGS Flow Data * Drainage Area Ratio and Entered /Uploaded WQ Data for LDC

FDC ( ) for USGS Gauge , Cedar Creek, IN with Watershed Ratio of Using USGS Flow Data * Drainage Area Ratio and Entered /Uploaded WQ Data for LDC

LDC for Ammonia at USGS Gauge , Cedar Creek, IN with Watershed Ratio of Using USGS Flow Data * Drainage Area Ratio and Entered /Uploaded WQ Data for LDC

4. Using USGS Flow Data * Drainage Area Ratio and Entered /Uploaded WQ Data for LDC WQ Target (0.10 ppm) Target Concentration graph for Ammonia at USGS Gauge , Cedar Creek, IN with Watershed Ratio of 0.75

5. Enter Flow and WQ Data for LDC with Surface-runoff and Estimated Loads Date should be in yyyymmdd format Flow unit can be either cms or cfs WQ unit can be ppm, ppb or count/100ml You can type your own Description here Select Aquifer Type

5. Enter Flow and WQ Data for LDC with Surface-runoff and Estimated Loads

5. Enter Flow and WQ Data for LDC with Surface-runoff and Estimated Loads

Please visit the link below for most up to date information on FDC and LDC

Please visit the link below Please visit the link below for most up to date information on FDC and LDC most up to date information on FDC and LDC