Temperature and Flow Dynamics of the Klamath River Technical Memorandum 7 Leon Basdekas Mike Deas Watercourse Engineering, Inc 424 2 nd Street, Suite B.

Slides:



Advertisements
Similar presentations
Evaluate Spawning of Fall Chinook and Chum Salmon Just Below the Four Lowermost Columbia River Mainstem Dams Project PNNL.
Advertisements

Middle Fork Project AQ 6 – Fish Passage Technical Study February 3, 2009.
Adult entry Allocated to tribs Return to natal stream or IGH — some straying Spawners in trib Females Fry Fingerlings Parr Smolts Ocean entry Fingerlings.
Fiber Optic Temperature Sensing in the Walker Basin: From Seedbeds to Seepage Scott W. Tyler University of Nevada, Reno Dept. of Geologic Sciences and.
ADRICOSM-EXT PROJECT (ADRIatic sea integrated COastal areaS and river basin Management system pilot project - EXTension) WP2 – INTEGRATED CATCHMENT SIMULATOR.
Why the Earth has seasons  Earth revolves in elliptical path around sun every 365 days.  Earth rotates counterclockwise or eastward every 24 hours.
Water Quality Model: Flow Input Needs and Low Flow Selection December 14, 2011 Laura Weintraub.
Assessment of gravel transport characteristics of the upper Santa Ana River Scott Wright and Toby Minear USGS California Water Science Center Sacramento,
Alluvial Fan Flood Hazard Mapping and Dam Failure Analysis using USGS Diffusion Hydrodynamic Model by Neil M. Jordan, P.E. September 11, 2003.
Historical Texas Drought Update LCRA Firm Water Customer Meeting October 27, 2011 Bob Rose, LCRA Meteorologist.
Hydrology and Hydraulics. Reservoir Configuration.
Klamath Watershed in Perspective A Review of Historical Hydrology of Major Features of the Klamath River Watershed and Evaluation of Hardy Iron Gate Flow.
Estimating the Capacity of the Klamath Basin to Rear Coho Technical Memorandum #5 Nicklaus K. Ackerman Thomas E. Nickelson Boedicea.
HOW TO MAKE A CLIMATE GRAPH CLIMATE GRAPHING ASSIGNMENT PT.2.
Middle Fork Project AQ 12 – Special-Status Amphibian and Aquatic Reptiles Technical Study Plan Report Overview March 10, 2008.
WATER TEMPERATURE MODEL FOR BRANCHED RIVER SYSTEMS.
ESHMC Meeting 6 May 2008 Stacey Taylor. Overview Model river representation in ESPAM 1 What data is available to make changes for the new stress periods.
Hood River Basin Study Water Resources Modeling (MODSIM) Taylor Dixon, Hydrologist February 12, 2014.
Green River Water Rights Distribution Model (MODSIM) Update By Division of Water Rights
December March June September
Discussion and Future Work With an explicit representation of river network, CHARMS is capable of capturing the seasonal variability of streamflow, although.
Time of Travel. American Water Charleston intake on the Elk River Charleston 1,000, ,984 = 1880 seconds or 31 minutes.
Middle Fork Project Flow and Temperature Modeling (Status Report) November 4, 2008.
Focus Group Meeting: September 27, 2013 Truckee River Water Quality Standards Review.
Impact Of Surface State Analysis On Estimates Of Long Term Variability Of A Wind Resource Dr. Jim McCaa
Variation of Surface Soil Moisture and its Implications Under Changing Climate Conditions 1.
September 16, 2008 R. Edward Beighley Civil, Construction and Environmental Engineering San Diego State University SWOT Hydrology Workshop The Ohio State.
Martin Rule Curve Study Ashley McVicar, APC Maurice James, Water Resources Consulting LLC.
BASINS 2.0 and The Trinity River Basin By Jóna Finndís Jónsdóttir.
Population - 44,301 18% - Aged 65+ Household Median Income- $29,530 Jan.-March 2004 unemployment 14 % Demographics.
Martin Rule Curve Study Ashley McVicar, APC Maurice James, Water Resources Consulting LLC.
Development of the Neuse Estuary Eutrophication Model: Background and Calibration By James D. Bowen UNC Charlotte.
TAS – Review Load and Hydro Shapes for use in TEPPC 2026 Common Case Kevin Harris, ColumbiaGrid TEPPC\Hydro Modeling Task Force - Chair.
Seasonal and elevational variation of surface water  18 O and  2 H in the Willamette River basin J. Renée Brooks 1, Parker J. Wigington 1, Jr., Carol.
Focus Group Meeting: November 12, 2013 Truckee River Water Quality Standards Review.
Technical Memo #1 Estimation of Returns of Naturally Produced Coho to the Klamath River Cramer Fish Sciences Nicklaus K. Ackerman Brian Pyper Ian Courter.
Primary production & DOM OUTLINE: What makes the PP levels too low? 1- run Boundary conditions not seen (nudging time) - Phytoplankton parameter:
Mapping the Thermal Climate of the HJ Andrews Experimental Forest, Oregon Jonathan Smith Spatial Climate Analysis Service Oregon State University Corvallis,
Klamath Fish Health Assessment Team Presentation to the Northwest Power & Conservation Council Regional Coordination Forum - May 12, 2016 Sara Borok &
Wanapum Dam Total Dissolved Gas Characterization Evaluation of the Wanapum Dam Fish Bypass (WFB) 2008.
Mahkameh Zarekarizi, Hamid Moradkhani,
River Stage and Bottom Elevation
Jan 2016 Solar Lunar Data.
Learning objectives To understand the water balance
Forecasting river transmission loss in the Lower Namoi Regulated River
Baltimore.
Se-Yeun Lee1, Alan F. Hamlet 1,2, Carolyn J. Fitzgerald3, Stephen J
River Channels CE 397 Flood Forecasting David R. Maidment
Lake Elsinore and Canyon Lake TMDL Water Quality Monitoring Update – Summary August 15, 2017.
Average Monthly Temperature and Rainfall
Apr-Jun Jan-Mar Jul-Sep Oct-Dec
Albeni Falls Dam Operations
Study Update Tailrace Slough Use by Anadromous Salmonids
Constructing Climate Graphs
Gantt Chart Enter Year Here Activities Jan Feb Mar Apr May Jun Jul Aug
Bell Ringer CNN Student News You will need your notebooks
CORPUS CHRISTI CATHOLIC COLLEGE – GEOGRAPHY DEPARTMENT
HOW TO DRAW CLIMATE GRAPHS
Text for section 1 1 Text for section 2 2 Text for section 3 3
Text for section 1 1 Text for section 2 2 Text for section 3 3
Text for section 1 1 Text for section 2 2 Text for section 3 3
Text for section 1 1 Text for section 2 2 Text for section 3 3
Proposed June 2020 UK Link Major Release Scope / Governance Timeline
Text for section 1 1 Text for section 2 2 Text for section 3 3
Text for section 1 1 Text for section 2 2 Text for section 3 3
Text for section 1 1 Text for section 2 2 Text for section 3 3
Text for section 1 1 Text for section 2 2 Text for section 3 3
Text for section 1 1 Text for section 2 2 Text for section 3 3
Eightmile Creek Barrier Assessment
Text for section 1 1 Text for section 2 2 Text for section 3 3
Presentation transcript:

Temperature and Flow Dynamics of the Klamath River Technical Memorandum 7 Leon Basdekas Mike Deas Watercourse Engineering, Inc nd Street, Suite B Davis CA 95616

Modeling Domain Klamath River reaches represented by the global modeling framework and the current area from Iron Gate Dam to Turwar

Modeling Tools The Research Management Associates (RMA) models were chosen for their ability to accurately simulate flow and transport in steep rivers. Flow is represented with RMA-2, a finite element hydrodynamic model capable of modeling highly dynamic flow regimes in short space- and time-steps. Output includes velocity, depth, and representative surface and bed areas which are passed to the water quality model RMA-11. RMA-11 is a finite element water quality model simulating temperature as well as the fate and transport of a wide range of physical, chemical, and biological constituents. These two linked river models are applied on hourly or sub- hourly time steps to capture the short-term response of state variables such as temperature. For this application, the RMA models are applied in one-dimension, representing variations along the longitudinal axis of the river.

Modifications Based on Prior Recommendations The RMA-11 code has been modified to allow for a bed conductance term in the heat budget consistent with Cole and Wells (2002) in response to a recommendation by USGS (Risley and Rounds, 2006); however, the model was generally insensitive to this change. Boundary conditions for minor tributaries below Iron Gate have been refined based on work by USGS (Flint and Flint 2005). Coincident with these updates, the model calibration has been updated and the new results are presented here.

Klamath River, Iron Gate Dam to Turwar Reach Geometry Summary Node spacing150 meters Number of nodes 2082 nodes in length Length miles from RM ElevationsRange:0-671 meters WidthsRange: meters Side slopes1:1 Data sourcesUTM coordinates from CH2M HILL; Elevations estimated from USGS topographic maps Notesn/a

Calibration and Validation Sites Along the Klamath River Location Approximate River Mile Distance Between Locations Klamath River below Iron Gate Dam Klamath River above Shasta River Klamath River above Scott River Klamath River at Seiad Valley Klamath River above Clear Creek Klamath River at Orleans Klamath River above Trinity River Klamath River at Martins Ferry Klamath River at Turwar *Locations are associated with the river models RMA-2 and RMA-11

Summary Statistics for All Years in the Refined Calibration and the Updated Validation: (All Values in °C) LocationMean BiasMAERMSE Klamath River below Iron Gate Dam Klamath River above Shasta River Klamath River above Scott River Klamath River at Seiad Valley Klamath River above Clear Creek Klamath River at Orleans Klamath River above Trinity River Klamath River at Martins Ferry Klamath River at Turwar average maximum minimum

Annual Runoff: 2000

Seasonal Flow: 2000 Winter Spring Summer Fall

Annual Flow: 2001

Seasonal Flow: 2001 Winter Spring Summer Fall

Time Series of Hourly Water Temperature for the Klamath River at RM 150, Above Scott River RM Jan30Feb 29Mar 30Apr 29May 29Jun 28Jul 28Aug 27Sep 26Oct 26Nov 25Dec 24 Day Temperature ( ° C)

Longitudinal Profile of Daily Maximum, Mean, and Minimum Water Temperatures in the Klamath River for February 15

Longitudinal Profile Plan View

Longitudinal Profile of the Klamath River on May 1

Longitudinal Profile of the Klamath River on June 1

Travel Time on the Klamath River on May 1 Shasta River Salmon River Scott River Trinity River RM River Mile Hours MeanNode

Travel time on the Klamath River on June 1 RM Shasta River Salmon River Scott River Trinity River River Mile Hours MeanNode

Travel time on the Klamath River on September 1

Six Proposed Mainstem Reaches for the Klamath River Coho Life-Cycle Model

Conclusions Flow and temperature model has been refined, calibrated and validated. Model performance is good and the tool is ready for specific applications. The river experiences variability longitudinally and seasonally Iron Gate Dam is limited in its ability to regulate temperature and flow throughout the entire lower Klamath River.