Analysis of the Snow Water Equivalent (SWE) in the Logan River Watershed Paul Ackerson CEE 6440.

Slides:



Advertisements
Similar presentations
Animas River Current Conditions (as of 5/3/13)  Review snow conditions and seasonal precipitation  Comparison of daily flows along the Animas River 
Advertisements

Estimation and Prediction of Fresh Water Runoff Based on Atmospheric Data: Preliminary results Cody D. S. Sipkema 4 th Year Environmental Engineering Co-op.
Introduction to NHDPlus: A Framework for Advanced Water Applications Cindy McKay Horizon Systems Corporation Cindy McKay Horizon Systems Corporation.
CEE 795 Water Resources Modeling and GIS Learning Objectives: Perform raster based network delineation from digital elevation models Perform raster based.
CURVE NO. DEVELOPMENT STEP 8 Soils data, land use data, watershed data, and CN lookup table are used to develop curve numbers for use in the SCS Curve.
Hydrologic Analysis Francisco Olivera, Ph.D., P.E. Srikanth Koka
DEM-Based Stream and Watershed Delineation
Using GIS to Aid Flow Prediction in the Yampa River Basin Shane Coors April 16, 2003 CVEN 689.
Concept Course on Spatial Dr. A.K.M. Saiful Islam Application of GIS in Watershed Analysis Dr. A.K.M. Saiful Islam Institute of Water and Flood.
Hydrological Modeling FISH 513 April 10, Overview: What is wrong with simple statistical regressions of hydrologic response on impervious area?
Remote Sensing and GIS in Water Dr. A.K.M. Saiful Islam Hands on training on surface hydrologic analysis using GIS Dr. A.K.M. Saiful Islam.
Urban Storm-Water Management Plan Utilizing Arc View and HEC-HMS College Station, Texas Kara Corcoran CVEN 689.
Topographic Maps vs DEM. Topographic Map 1:24,000 Scale 20 ft contour 100 ft contour Stream Center Line.
Digital Elevation Model Based Watershed and Stream Network Delineation Understanding How to use Reading
Delineation of the Texas Hill Country Watersheds with Named Streams Team Members: Justin McInnis: Project Manager Matt Anding: Assistant Project Manager.
MODSCAG fractional snow covered area (fSCA )for central and southern Sierra Nevada Spatial distribution of snow water equivalent across the central and.
WMS Investigation: Travel Time Variability with Method, Area, and Slope Ryan Murdock May 1, 2001.
The Pfafstetter Coding System in Hydrological modeling TANG, Qiuhong.
Characterization of Watersheds from DEMs using Spatial Analyst/ArcHydro Robert G. Burns, P.G. Engineering Geologist DWR – Division of Safety of Dams Watershed.
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.
PATRICK SEJKORA NOVEMBER 17, 2009 GIS IN WATER RESOURCES Yellowstone Fires and Their Hydrologic Effects.
Determining Watershed Parameters for Water Rights in the Cypress River Basin By: Hema Gopalan GIS in Water Resources (C E 394K) Fall 2001.
Watershed Parameters for Water Rights in the Trinity River Basin Melissa Figurski CE 394K.
Hurricane Irene in Connecticut River Milena Spirova CE 394 K 2015.
Hydrology & Water Resources Engineering ( )
Blockhouse Ranch: A Dam Feasibility Study Haley Born November 17, 2011.
Discharge-Area Relations from Selected Drainages
Graduate Students, CEE-6190
Modeling Source-water Contributions to Streamflow
watershed analysis of Oak Ridge
Raster/Map Algebra/Hydrology
Utah State University GIS in Water Resources CEE 6440 Term Project
Land Data Assimilation System Water Balance
Snowfall Runoff Forecasting in San Juan County, UT
STREAM NETWORK DELINEATION USING ARC HYDRO AND TauDEM: A comparison of approaches using The Upper Sevier and the Little Bear River Basins Alphonce C. Guzha.
Water Quality Analysis for Selected Streams in Utah and Idaho
Data Sources for GIS in Water Resources by David R
River Reach Codes Used for river address locations
Analysis of the Santa Clara River flood: Jan 9-12, 2005
GIS for Water Resources Cee 6440
Hydro Networks in GIS Review of key concepts in Ex 4
Welcome to GIS in Water Resources 2017
Flow Prediction on the Yampa River
What Causes Flooding along the Logan river
CEE 6640:GIS for Water Resources 11/23/2010 Naho Orita
Reflections on Exercise 4
Nitrogen Transport Estimates in the San Antonio River Basin
Hydrologic Analysis of the Hyrum Reservoir watershed
Relating Actual Runoff to Potential Runoff
Surface Runoff and Hydrograph Components
Provo River Watershed Modeling with WMS Ryan Murdock.
Surface Runoff and Hydrograph Components
Hyrum Reservoir and how it applies to Flood Control by Nathan Wright
Ratio of Water used by Agriculture to Discharge into the Great Salt Lake in the Bear River Basin Presented by: Timothy Shaffer.
Annual Snow Pack Effect on Lake Powell
Welcome to GIS in Water Resources 2013
Welcome to GIS in Water Resources 2012
Snow Water Equivalent vs. Stream Discharge Comparison
CE 384N GIS in water resources Flooding in Houston during Hurricane Harvey Yun Liu (Lorraine) 11/27/2018.
From GIS to HMS U.S. Army Corps of Engineers Hydrologic Engineering Center University of Texas at Austin Center for Research in Water Resources Francisco.
Rainfall Runoff in the Guadalupe River Basin
Flooding Potential in Bloomington, Idaho
Preciptation.
10. Hydrologic Modeling 10.1 Digital elevation model (DEM)
Development of a Hydrologic Model for the Wichita Falls District
Precipitation and Runoff Generation
WATER RESEARCH OF PINEVIEW RESERVOIR
CE 384N GIS in water resources Flooding in Houston during Hurricane Harvey Yun Liu (Lorraine) 11/27/2018.
Hydrologic modeling of Waller Creek
Presentation transcript:

Analysis of the Snow Water Equivalent (SWE) in the Logan River Watershed Paul Ackerson CEE 6440

Objective Provide evidence that SWE is related to elevation. Estimate spring runoff based on SWE buildup.

Building the Logan River Catchment Seamless data from USGS to obtain DEM Obtaining stream flowline from NHDPlus Fill Flow direction Flow Accumulation Outlet Watershed Raster to Polygon Tabulated Area (211 Mi.2)

Logan River Basin

Snow Water Equivalent Data obtained (SWE) from NRCS 8 Station data Found average SWE for each day Took average for Feb. 1, Feb 15, Mar.1 Mar, 15… Plotted each series with corresponding date Found that SWE was related to elevation SWE = a + bz

Theory of Elevation

Relating SWE to flow

Work to be done Interpolate the SWE over the watershed using kriging function Show relationship of SWE = a + bz in different maps at different time of the year Estimate total SWE storage for entire Logan River Catchment

Thanks! Questions?