Remaining Capacity in Great Lakes Reservoirs

Size: px
Start display at page:

Download "Remaining Capacity in Great Lakes Reservoirs"

Transcription

1 US Army Corps of Engineers Detroit District Remaining Capacity in Great Lakes Reservoirs

2 Storage Capacity Behind Great Lakes Dams Field Data and Modeling Motivation for project Project overview Data and methods Results from Lake Rockwell

3 US Army Corps of Engineers Detroit District Fluvial Sediment Sand From Watershed = 880,000 cy/yr 250,000 Channel Depth (ft) at entrance, 21 in channel 1983 Dred dge volume (cubic yards) 200, , ,000 Total Average 37,500 53,000 86,000 82,000 35,000 (cy/yr) ~ ~ ~ ~ ~Present Total maintenance Entrance channel Inner harbor Entrance channel dredging g trend 50, Year ~20,000 cy/yr

4 US Army Corps of Engineers Detroit District Sediment Stored Behind Dams Berrien Springs Dam

5 US Army Corps of Engineers Detroit District Study Objectives Develop an understanding of the storage capacity for sediment behind dams in the Great Lakes through monitoring, modeling and assessment of historic documents. Understand and quantify the issues that influence the production and deposition of sediment in reservoirs How much storage capacity and time is left? Extrapolate this to remaining watersheds in Great Lakes Determine the sediment loading rate to the Great Lakes

6 US Army Corps of Engineers Detroit District Dam Capacity Study Tasks Select 10 Reservoirs to study Through historical analysis/modeling determine: Present Sediment Erosion, Storage, and Delivery Pre-Settlement Sediment Erosion, Storage, and Delivery Field data collection Sediment Cores Reservoir Bathymetry Sediment Rating Curves Storage Capacity Analysis Long-term simulation modeling Linear Regression modeling of sediment accumulation

7 Reservoir Selection

8 US Army Corps of Engineers Detroit District Reservoir Sedimentation 1. Continuous Sediment Trapping: Bedload and much of suspended load is trapped. 2. Partial Sediment Balance: Bed load is trapped, but fine sediments is removed in large flood events. Submerged floodplains form. 3. Full Sediment Balance: Long-term equilibrium of both bedload and suspended load occurs. From: Morris, Annandale, and Hotchkiss, 2008

9 Sedimentation rates using multiple approaches: determination of the sedimentation rate of an impoundment by dating sediment cores using Cesium 137 ( 137 Cs) and Lead 210 ( 210 Pb). evaluation of sediment accumulation via analysis of historic bathymetric maps versus current bathymetric maps. USGS sediment gages evaluation of sediment yield modeling.

10

11

12

13

14 Reservoir Selection Characteristics and Rank of Importance

15 Reservoir Selection 2,271 dams that were initially assessed <50 impoundments contained all of the reservoir selection characteristics The 10 reservoirs are located in Indiana, Michigan, New York, Ohio, and Wisconsini Represent a variety of watersheds types: urban, agriculture, forested

16 Field ldprocedures The field procedures were designed so that work could be completed at each impoundment in about three days vibracore sediment sampling a bathymetric survey velocity transects of streams that feed each impoundment surface water sampling (TSS testing)

17 WSU Core Processing Each 4-inch diameter core was frozen and sliced top 10 centimeters of each core, 1-centimeter thick slices were selected for dating; followed by 2-centimeter thick layers for dating Gamma Spectrometer

18 Sediment Accumulation Rates: Cs and 210 Pb Riley Dam, RD Pb Linear Sedimentation Rate 0.55 cm/yr 137 Cs Peak Linear Sedimentation Rate 0.57 cm/yr Application to a wide variety of projects

19 Velocity Transects and Bathymetry

20 Sontek km9s SonTek kriversurveyor Acoustic Doppler Profiler (ADP) system designed to measure river discharge 3-dimensional water currents, depths, and bathymetry. nine-beam system two sets of four profiling beams one vertical beam

21

22 Bathymetric Transects Green Lake, Wisconsin

23 Results from Lake Rockwell Bathymetric Surveys Historic and Present Day USGS Sediment Gage Data Corps of Engineers Great Lakes Regional Sediment Data Radionuclide Dating of Sediments

24

25 Historic Contours

26 Sediment Yield Calculation

27 Sedime ent Load Tons/day USGS Qs = 0.126(Qw) R² = ,000 2,000 3,000 Discharge cfs

28 What do the sediments reveal regarding sediment accumulation rates? Radionuclide Dating (Baskaran, et. al) 4 of 11 Sediment Cores Analyzed (2 partially complete at present) Sedimentation Accumulation Rate of Approximately 0.35 cm/year; 34.3 cm Sedimentation Accumulation Rate of Approximately 0.35 cm/year; 34.3 cm accumulated since dam construction

29 Lake Rockwell and Region Sediment Accumulation Comparisons Method Sediment Load (Tons per year) Bathymetric Data 17,980 Sediment Gages 19,300 Dated sediment accumulation rate uniformly applied over reservoir 19,550 Sediment Regional Curves 20,500

30 Great Determination Lakes of Sediment Accumulation Yield Curve Rates

31 Project Status Ongoing work (to be complete in 2014) Sediment core dating Sediment SWAT modeling Estimate the remaining storage capacity behind dams Capacity will be quantified in terms of time remaining and volume remaining

32 US Army Corps of Engineers Detroit District Who Should Be Interested in These Results? Anyone doing dredging Anyone building (or removing) a dam Anyone building an impoundment (retention basin, ice trap, et c.) Anyone concerned about downstream impacts of sediment o Fisheries managers o Flooding due to aggradation o Water treatment plants o Power companies o And many others! We have created a landscape that is shedding sediment at an artificially high rate. The downstream delivery of this sediment is being temporarily arrested by the 2581 dams in Michigan but for how long?

33 US Army Corps of Engineers Detroit District Questions? Contact: Dr. Jim Selegean, P.E., P.H. U.S. Army Corps of Engineers, Detroit District i t Great Lakes Hydraulics and Hydrology Office 477 Michigan Ave Detroit, MI james.p.selegean@usace.army.mil

Great Lakes Dam Capacity Study

Great Lakes Dam Capacity Study Great Lakes Dam Capacity Study Project Team: USACE, Detroit District Wayne State University, Detroit, Michigan Great Lakes Environmental Center, Traverse City, Michigan BUILDING STRONG Study Objectives

More information

Detroit 516 Activities

Detroit 516 Activities Detroit 516 Activities Dam Capacity Study Sediment Workshop in Traverse City START 2.0 Saginaw River Study Dam Capacity Study A progress report Outline Study Objective (Why are we doing this?) Reservoir

More information

U.S. Army Corps of Engineers Detroit District. Sediment Trap Assessment Saginaw River, Michigan

U.S. Army Corps of Engineers Detroit District. Sediment Trap Assessment Saginaw River, Michigan U.S. Army Corps of Engineers Detroit District December 2001 December 2001 This report has been prepared for USACE, Detroit District by: W.F. BAIRD & ASSOCIATES LTD. 2981 YARMOUTH GREENWAY MADISON, WISCONSIN

More information

16 AUGUST (Monday) Glacial Sediment

16 AUGUST (Monday) Glacial Sediment Presented By: U.S. Army Corps of Engineers, Detroit District Great Lakes Hydraulics and Hydrology Office With Support from the Great Lakes Commission 16 AUGUST (Monday) Glacial Sediment 9:00 9:30 Introduction

More information

Technical Memorandum No

Technical Memorandum No Pajaro River Watershed Study in association with Technical Memorandum No. 1.2.10 Task: Evaluation of Four Watershed Conditions - Sediment To: PRWFPA Staff Working Group Prepared by: Gregory Morris and

More information

B-1. Attachment B-1. Evaluation of AdH Model Simplifications in Conowingo Reservoir Sediment Transport Modeling

B-1. Attachment B-1. Evaluation of AdH Model Simplifications in Conowingo Reservoir Sediment Transport Modeling Attachment B-1 Evaluation of AdH Model Simplifications in Conowingo Reservoir Sediment Transport Modeling 1 October 2012 Lower Susquehanna River Watershed Assessment Evaluation of AdH Model Simplifications

More information

Upper Truckee River Restoration Lake Tahoe, California Presented by Brendan Belby Sacramento, California

Upper Truckee River Restoration Lake Tahoe, California Presented by Brendan Belby Sacramento, California Upper Truckee River Restoration Lake Tahoe, California Presented by Brendan Belby Sacramento, California Mike Rudd (Project Manager), Charley Miller & Chad Krofta Declines in Tahoe s Water Clarity The

More information

U.S. Army Corps of Engineers Detroit District. Boardman River SIAM Modeling Base-case Scenario

U.S. Army Corps of Engineers Detroit District. Boardman River SIAM Modeling Base-case Scenario U.S. Army Corps of Engineers Detroit District Boardman River SIAM Modeling Base-case Scenario May 2009 Boardman River SIAM Modeling Base-case Scenario Report Prepared for U.S. Army Corps of Engineers

More information

Assessment of Lake Forest Lake Sediment Trapping Efficiency and Capacity. Marlon R. Cook Groundwater Assessment Program Geological Survey of Alabama

Assessment of Lake Forest Lake Sediment Trapping Efficiency and Capacity. Marlon R. Cook Groundwater Assessment Program Geological Survey of Alabama Assessment of Lake Forest Lake Sediment Trapping Efficiency and Capacity Marlon R. Cook Groundwater Assessment Program Geological Survey of Alabama Impacts of the Lake at Lake Forest on the connectivity

More information

Big Wood River. General Information

Big Wood River. General Information General Information The flows out of the southern portion of the Sawtooth National Recreation Area in central Idaho. The study reach is about a,200 ft length of river about.5 miles upstream from the discontinued

More information

Sediment Traps. CAG Meeting May 21, 2012

Sediment Traps. CAG Meeting May 21, 2012 Sediment Traps CAG Meeting May 21, 2012 Agenda Background Fundamentals of Sediment Transport Sediment Trap Existing Information Next Steps 2 The Site Saginaw River 22 mile river beginning at confluence

More information

Squaw Creek. General Information

Squaw Creek. General Information General Information is a tributary to the Salmon River. It enters the north side of the river about 0 miles downstream of North Fork, Idaho. The study reach is about a 30 ft length of stream about 2 miles

More information

How Do Human Impacts and Geomorphological Responses Vary with Spatial Scale in the Streams and Rivers of the Illinois Basin?

How Do Human Impacts and Geomorphological Responses Vary with Spatial Scale in the Streams and Rivers of the Illinois Basin? How Do Human Impacts and Geomorphological Responses Vary with Spatial Scale in the Streams and Rivers of the Illinois Basin? Bruce Rhoads Department of Geography University of Illinois at Urbana-Champaign

More information

Technical Memorandum No Sediment Model

Technical Memorandum No Sediment Model Pajaro River Watershed Study in association with Technical Memorandum No. 1.2.9 Sediment Model Task: Development of Sediment Model To: PRWFPA Staff Working Group Prepared by: Gregory Morris and Elsie Parrilla

More information

Overview of fluvial and geotechnical processes for TMDL assessment

Overview of fluvial and geotechnical processes for TMDL assessment Overview of fluvial and geotechnical processes for TMDL assessment Christian F Lenhart, Assistant Prof, MSU Research Assoc., U of M Biosystems Engineering Fluvial processes in a glaciated landscape Martin

More information

SCOPE OF PRESENTATION STREAM DYNAMICS, CHANNEL RESTORATION PLANS, & SEDIMENT TRANSPORT ANALYSES IN RELATION TO RESTORATION PLANS

SCOPE OF PRESENTATION STREAM DYNAMICS, CHANNEL RESTORATION PLANS, & SEDIMENT TRANSPORT ANALYSES IN RELATION TO RESTORATION PLANS DESIGN METHODS B: SEDIMENT TRANSPORT PROCESSES FOR STREAM RESTORATION DESIGN PETER KLINGEMAN OREGON STATE UNIVERSITY CIVIL ENGINEERING DEPT., CORVALLIS 2 ND ANNUAL NORTHWEST STREAM RESTORATION DESIGN SYMPOSIUM

More information

5/4/2017 Fountain Creek. Gage Analysis. Homework 6. Clifton, Cundiff, Pour, Queen, and Zey CIVE 717

5/4/2017 Fountain Creek. Gage Analysis. Homework 6. Clifton, Cundiff, Pour, Queen, and Zey CIVE 717 5/4/2017 Fountain Creek Gage Analysis Homework 6 Clifton, Cundiff, Pour, Queen, and Zey CIVE 717 Introduction: The CIVE 717 class members, Nate Clifton, Susan Cundiff, Ali Reza Nowrooz Pour, Robbie Queen

More information

Appendix O. Sediment Transport Modelling Technical Memorandum

Appendix O. Sediment Transport Modelling Technical Memorandum Appendix O Sediment Transport Modelling Technical Memorandum w w w. b a i r d. c o m Baird o c e a n s engineering l a k e s design r i v e r s science w a t e r s h e d s construction Final Report Don

More information

Diagnostic Geomorphic Methods for Understanding Future Behavior of Lake Superior Streams What Have We Learned in Two Decades?

Diagnostic Geomorphic Methods for Understanding Future Behavior of Lake Superior Streams What Have We Learned in Two Decades? Diagnostic Geomorphic Methods for Understanding Future Behavior of Lake Superior Streams What Have We Learned in Two Decades? Faith Fitzpatrick USGS WI Water Science Center, Middleton, WI fafitzpa@usgs.gov

More information

SPECIFIC DEGRADATION AND RESERVOIR SEDIMENTATION. By Renee Vandermause & Chun-Yao Yang

SPECIFIC DEGRADATION AND RESERVOIR SEDIMENTATION. By Renee Vandermause & Chun-Yao Yang SPECIFIC DEGRADATION AND RESERVOIR SEDIMENTATION By Renee Vandermause & Chun-Yao Yang Outline Sediment Degradation - Erosion vs Sediment Yield - Sediment Yield - Methods for estimation - Defining Sediment

More information

Earth Science Chapter 6 Section 2 Review

Earth Science Chapter 6 Section 2 Review Name: Class: Date: Earth Science Chapter 6 Section Review Multiple Choice Identify the choice that best completes the statement or answers the question. 1. Most streams carry the largest part of their

More information

Bank Erosion and Morphology of the Kaskaskia River

Bank Erosion and Morphology of the Kaskaskia River Bank Erosion and Morphology of the Kaskaskia River US Army Corps Of Engineers St. Louis District Fayette County Soil and Water Conservation District Team Partners : Carlyle Lake Ecosystem Partnership Vicinity

More information

Methods For Estimating Sediment Yield And Dam Capacity In The Great Lakes Watershed

Methods For Estimating Sediment Yield And Dam Capacity In The Great Lakes Watershed Wayne State University Wayne State University Theses 1-1-2014 Methods For Estimating Sediment Yield And Capacity In The Great Lakes Watershed Jennifer Hui Wayne State University, Follow this and additional

More information

Highland Lake Bathymetric Survey

Highland Lake Bathymetric Survey Highland Lake Bathymetric Survey Final Report, Prepared For: The Town of Highland Lake 612 Lakeshore Drive Oneonta, AL 35121 Prepared By: Tetra Tech 2110 Powers Ferry Road SE Suite 202 Atlanta, GA 30339

More information

SECTION G SEDIMENT BUDGET

SECTION G SEDIMENT BUDGET SECTION G SEDIMENT BUDGET INTRODUCTION A sediment budget has been constructed for the for the time period 1952-2000. The purpose of the sediment budget is to determine the relative importance of different

More information

INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN 40 C.F.R. PART PLANT YATES ASH POND 2 (AP-2) GEORGIA POWER COMPANY

INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN 40 C.F.R. PART PLANT YATES ASH POND 2 (AP-2) GEORGIA POWER COMPANY INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN 40 C.F.R. PART 257.82 PLANT YATES ASH POND 2 (AP-2) GEORGIA POWER COMPANY EPA s Disposal of Coal Combustion Residuals from Electric Utilities Final Rule (40 C.F.R.

More information

MENOMONEE RIVER SEDIMENT TRANSPORT MODELING SYSTEM FINAL REPORT

MENOMONEE RIVER SEDIMENT TRANSPORT MODELING SYSTEM FINAL REPORT MENOMONEE RIVER SEDIMENT TRANSPORT MODELING SYSTEM FINAL REPORT Prepared for: U.S. ARMY CORPS OF ENGINEERS DETROIT DISTRICT BOX 127 DETROIT, MICHIGAN 48231 Prepared by: W.F. BAIRD & ASSOCIATES, LTD. 2981

More information

Sediment and nutrient transport and storage along the urban stream corridor

Sediment and nutrient transport and storage along the urban stream corridor Sediment and nutrient transport and storage along the urban stream corridor Greg Noe, Cliff Hupp, Ed Schenk, Jackie Batson, Nancy Rybicki, Allen Gellis What is the role of floodplains everywhere? Noe 2013,

More information

Varying Bathymetric Data Collection Methods and their Impact on Impoundment Volume and Sediment Load Calculations I.A. Kiraly 1, T.

Varying Bathymetric Data Collection Methods and their Impact on Impoundment Volume and Sediment Load Calculations I.A. Kiraly 1, T. Varying Bathymetric Data Collection Methods and their Impact on Impoundment Volume and Sediment Load Calculations I.A. Kiraly 1, T. Sullivan 2 1 Gomez and Sullivan Engineers, D.P.C., 41 Liberty Hill Road,

More information

Red River Flooding June 2015 Caddo and Bossier Parishes Presented by: Flood Technical Committee Where the Rain Falls Matters I-30 versus I-20 I-20 Backwater and Tributary Floods (Localized) 2016 Flood

More information

Assessment of Water and Sediment Patterns within Prado Basin

Assessment of Water and Sediment Patterns within Prado Basin APPENDIX A Assessment of Water and Sediment Patterns within Prado Basin APPENDIX A Submitted To: Orange County Water District 18700 Ward Street Fountain Valley, California 92708 USA Submitted By: Golder

More information

Special Public Notice

Special Public Notice Special Public Notice Applicability: General Public Date: June 3, 2014 The purpose of this public notice is to inform you of existing guidance and policy contained in Regulatory Guidance Letter 05-04 concerning

More information

River Model (Delft3D)

River Model (Delft3D) A Short River Model (Delft3D) & DIVERSION ANALYSIS presented by Nina J. Reins, PE, PhD, PMP State of the Coast May 30-June 1, 2018 Overview of Presentation Problem Statement & Background Analysis Key Findings

More information

St. Clair River Conveyance Change 2007 to 2012

St. Clair River Conveyance Change 2007 to 2012 St. Clair River Conveyance Change 2007 to 2012 Morphologic Change in the St. Clair River 2007 2012 Conveyance Change Report U.S. Army Corps of Engineers, Detroit District Great Lakes Hydraulics and Hydrology

More information

MATHEMATICAL MODELING OF FLUVIAL SEDIMENT DELIVERY, NEKA RIVER, IRAN. S.E. Kermani H. Golmaee M.Z. Ahmadi

MATHEMATICAL MODELING OF FLUVIAL SEDIMENT DELIVERY, NEKA RIVER, IRAN. S.E. Kermani H. Golmaee M.Z. Ahmadi JOURNAL OF ENVIRONMENTAL HYDROLOGY The Electronic Journal of the International Association for Environmental Hydrology On the World Wide Web at http://www.hydroweb.com VOLUME 16 2008 MATHEMATICAL MODELING

More information

Technical Review of Pak Beng Hydropower Project (1) Hydrology & Hydraulics and (2) Sediment Transport & River Morphology

Technical Review of Pak Beng Hydropower Project (1) Hydrology & Hydraulics and (2) Sediment Transport & River Morphology Technical Review of Pak Beng Hydropower Project (1) Hydrology & Hydraulics and (2) Sediment Transport & River Morphology The 2 nd Regional Stakeholder Forum The Pak Beng Hydropower Project 5 th May 2017

More information

Sediment Transport Analysis for Stream Restoration Design: The Good, the Bad, and the Ugly.

Sediment Transport Analysis for Stream Restoration Design: The Good, the Bad, and the Ugly. Sediment Transport Analysis for Stream Restoration Design: The Good, the Bad, and the Ugly. Brett Jordan Phd, PE HydroGeo Designs LLC. Land and Water Services Inc. THE GOOD THE BAD THE UGLY THE GOOD THE

More information

Limitation to qualitative stability indicators. the real world is a continuum, not a dichotomy ~ 100 % 30 % ~ 100 % ~ 40 %

Limitation to qualitative stability indicators. the real world is a continuum, not a dichotomy ~ 100 % 30 % ~ 100 % ~ 40 % Stream Stability Assessment & BEHI Surveys Joe Rathbun MDEQ Water Resources Division rathbunj@michigan.gov 517--373 517 373--8868 Stability Stream can transport its water and sediment inputs without changing

More information

GEOL 1121 Earth Processes and Environments

GEOL 1121 Earth Processes and Environments GEOL 1121 Earth Processes and Environments Wondwosen Seyoum Department of Geology University of Georgia e-mail: seyoum@uga.edu G/G Bldg., Rm. No. 122 Seyoum, 2015 Chapter 6 Streams and Flooding Seyoum,

More information

HEC-RAS Reservoir Transport Simulation of Three Reservoirs in the Lower Susquehanna River Basin. Mike Langland and Ed Koerkle

HEC-RAS Reservoir Transport Simulation of Three Reservoirs in the Lower Susquehanna River Basin. Mike Langland and Ed Koerkle HEC-RAS Reservoir Transport Simulation of Three Reservoirs in the Lower Susquehanna River Basin Mike Langland and Ed Koerkle Topics Background / Project Objectives Data Selection - Sediment and Geometric

More information

Use of SWAT to Scale Sediment Delivery from Field to Watershed in an Agricultural Landscape with Depressions

Use of SWAT to Scale Sediment Delivery from Field to Watershed in an Agricultural Landscape with Depressions Use of SWAT to Scale Sediment Delivery from Field to Watershed in an Agricultural Landscape with Depressions James E. Almendinger St. Croix Watershed Research Station, Science Museum of Minnesota Marylee

More information

Lower Susquehanna River Integrated Sediment & Nutrient Monitoring Program

Lower Susquehanna River Integrated Sediment & Nutrient Monitoring Program Lower Susquehanna River Integrated Sediment & Nutrient Monitoring Program Presented at the Chesapeake Bay Program Scientific and Technical Advisory Committee (STAC) Workshop January 13, 2016 Background

More information

State Water Survey Division SURFACE WATER SECTION

State Water Survey Division SURFACE WATER SECTION State Water Survey Division SURFACE WATER SECTION AT THE UNIVERSITY OF ILLINOIS Illinois Department of Energy and Natural Resources SWS Miscellaneous Publication 88 SEDIMENTATION OF POOL 19 ON THE MISSISSIPPI

More information

Island Design. UMRS EMP Regional Workshop. Presentation for the

Island Design. UMRS EMP Regional Workshop. Presentation for the Island Design Presentation for the UMRS EMP Regional Workshop by Jon Hendrickson Hydraulic Engineer Regional Technical Specialist, Water Quality and Habitat Restoration August 17 19, 2005 Project Delivery

More information

Kaskaskia Morphology Study Headwaters to Lake Shelbyville

Kaskaskia Morphology Study Headwaters to Lake Shelbyville Kaskaskia Morphology Study Headwaters to Lake Shelbyville KWA Mini Summit 5 March 2012 1 Kaskaskia Morphology Study Headwaters to Lake Shelbyville Conducted by U.S. Army Corps of Engineers, St. Louis District

More information

7.3 Sediment Delivery Analysis

7.3 Sediment Delivery Analysis 7.3 Sediment Delivery Analysis In order to evaluate potential changes in sedimentation patterns that could occur due to impacts from the FCP and LPP alignments, sediment assessment models were constructed

More information

The Yellow River Initiative: The Birth of a System Approach to Challenges Facing the Everglades of the North

The Yellow River Initiative: The Birth of a System Approach to Challenges Facing the Everglades of the North The Yellow River Initiative: The Birth of a System Approach to Challenges Facing the Everglades of the North Robert Barr and Siavash Beik 2016 INAFSM Annual Conference Belterra Conference Center, Indiana

More information

Swift Creek Sediment Management Action Plan (SCSMAP)

Swift Creek Sediment Management Action Plan (SCSMAP) Swift Creek Sediment Management Action Plan (SCSMAP) PHASE 2 PROJECT PLAN PROPOSAL Whatcom County Public Works Department 322 N. Commercial Street, Suite 210 Bellingham, WA 98225 (360) 676-6692 June 2013

More information

Experimental study of hydraulic-sediment properties on deltaic sedimentation in reservoirs

Experimental study of hydraulic-sediment properties on deltaic sedimentation in reservoirs International Research Journal of Applied and Basic Sciences. Vol., 3 (4), 810-816, 2012 Available online at http://www. irjabs.com ISSN 2251-838X 2012 Experimental study of hydraulic-sediment properties

More information

EAGLES NEST AND PIASA ISLANDS

EAGLES NEST AND PIASA ISLANDS EAGLES NEST AND PIASA ISLANDS HABITAT REHABILITATION AND ENHANCEMENT PROJECT MADISON AND JERSEY COUNTIES, ILLINOIS ENVIRONMENTAL MANAGEMENT PROGRAM ST. LOUIS DISTRICT FACT SHEET I. LOCATION The proposed

More information

Bathymetric Survey and Sediment Hydroacoustic Study of Canyon Lake. Michael Anderson UC Riverside

Bathymetric Survey and Sediment Hydroacoustic Study of Canyon Lake. Michael Anderson UC Riverside Bathymetric Survey and Sediment Hydroacoustic Study of Canyon Lake Michael Anderson UC Riverside Introduction Canyon Lake was constructed in 1928 as the Railroad Canyon Reservoir as a result of the impoundment

More information

Mississippi River West Bay Diversion Geomorphic Assessment and 1-D Modeling Plan

Mississippi River West Bay Diversion Geomorphic Assessment and 1-D Modeling Plan Mississippi River West Bay Diversion Geomorphic Assessment and 1-D Modeling Plan Freddie Pinkard and Charlie Little Research Hydraulic Engineers ERDC-CHL-River Engineering Branch 27 February 2009 Lane

More information

Summary of Hydraulic and Sediment-transport. Analysis of Residual Sediment: Alternatives for the San Clemente Dam Removal/Retrofit Project,

Summary of Hydraulic and Sediment-transport. Analysis of Residual Sediment: Alternatives for the San Clemente Dam Removal/Retrofit Project, Appendix N SUMMARY OF HYDRAULIC AND SEDIMENT-TRANSPORT ANALYSIS OF RESIDUAL SEDIMENT: ALTERNATIVES FOR THE SAN CLEMENTE DAM REMOVAL/RETROFIT PROJECT, CALIFORNIA the San Clemente Dam Removal/Retrofit Project,

More information

Technical Memorandum

Technical Memorandum 2855 Telegraph Avenue, Suite 4, Berkeley, CA 9475, Phone (51) 848-898, Fax (51) 848-8398 Technical Memorandum Date: September 6, 27 To: Mr. Michael Bowen, Project Manager From: Yantao Cui, Ph.D., Hydraulic

More information

Stop 1: Marmot Dam Stop 1: Marmot Dam

Stop 1: Marmot Dam Stop 1: Marmot Dam Stop 1: Marmot Dam Stop 1: Marmot Dam Following the removal of Marmot Dam in 2007, the fate of the reservoir sediments has been monitored through a series of surveys and sediment transport measurements.

More information

ES 105 Surface Processes I. Hydrologic cycle A. Distribution % in oceans 2. >3% surface water a. +99% surface water in glaciers b.

ES 105 Surface Processes I. Hydrologic cycle A. Distribution % in oceans 2. >3% surface water a. +99% surface water in glaciers b. ES 105 Surface Processes I. Hydrologic cycle A. Distribution 1. +97% in oceans 2. >3% surface water a. +99% surface water in glaciers b. >1/3% liquid, fresh water in streams and lakes~1/10,000 of water

More information

Stream Restoration and Environmental River Mechanics. Objectives. Pierre Y. Julien. 1. Peligre Dam in Haiti (deforestation)

Stream Restoration and Environmental River Mechanics. Objectives. Pierre Y. Julien. 1. Peligre Dam in Haiti (deforestation) Stream Restoration and Environmental River Mechanics Pierre Y. Julien Malaysia 2004 Objectives Brief overview of environmental river mechanics and stream restoration: 1. Typical problems in environmental

More information

Numerical modeling of sediment flushing from Lewis and Clark Lake

Numerical modeling of sediment flushing from Lewis and Clark Lake University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln US Army Research U.S. Department of Defense 2013 Numerical modeling of sediment flushing from Lewis and Clark Lake Jungkyu

More information

GRAPEVINE LAKE MODELING & WATERSHED CHARACTERISTICS

GRAPEVINE LAKE MODELING & WATERSHED CHARACTERISTICS GRAPEVINE LAKE MODELING & WATERSHED CHARACTERISTICS Photo Credit: Lake Grapevine Boat Ramps Nash Mock GIS in Water Resources Fall 2016 Table of Contents Figures and Tables... 2 Introduction... 3 Objectives...

More information

Session: For more information:

Session: For more information: Session: For more information: www.hydropower.org/congress San Juan, Puerto Rico www.glmengineers.com 2015 World Hydropower Congress Sustainable Sediment Management and Hydropower Reservoirs 21 May 2015

More information

Laboratory Exercise #3 The Hydrologic Cycle and Running Water Processes

Laboratory Exercise #3 The Hydrologic Cycle and Running Water Processes Laboratory Exercise #3 The Hydrologic Cycle and Running Water Processes page - 1 Section A - The Hydrologic Cycle Figure 1 illustrates the hydrologic cycle which quantifies how water is cycled throughout

More information

A TIPPING-BUCKET SEDIMENT TRAP FOR CONTINUOUS MONITORING OF SEDIMENT DEPOSITION RATE

A TIPPING-BUCKET SEDIMENT TRAP FOR CONTINUOUS MONITORING OF SEDIMENT DEPOSITION RATE A TIPPING-BUCKET SEDIMENT TRAP FOR CONTINUOUS MONITORING OF SEDIMENT DEPOSITION RATE YASUO NIHEI AND YUICHI IMASHIMIZU Department of Civil Eng., Tokyo University of Science, 2641 Yamazaki, Noda-shi 278-851,

More information

Lake Sedimentation Survey of Siloam Springs State Park Lake, Adams County, Illinois

Lake Sedimentation Survey of Siloam Springs State Park Lake, Adams County, Illinois Contract Report 567 Lake Sedimentation Survey of Siloam Springs State Park Lake, Adams County, Illinois by Richard L. Allgire Office of Sediment & Wetland Studies Prepared for the Illinois Department of

More information

Application of an Enhanced, Fine-Scale SWAT Model to Target Land Management Practices for Maximizing Pollutant Reduction and Conservation Benefits

Application of an Enhanced, Fine-Scale SWAT Model to Target Land Management Practices for Maximizing Pollutant Reduction and Conservation Benefits Application of an Enhanced, Fine-Scale SWAT Model to Target Land Management Practices for Maximizing Pollutant Reduction and Conservation Benefits Amanda Flynn, Todd Redder, Joe DePinto, Derek Schlea Brian

More information

Lower Susquehanna River Reservoir System Proposed Modeling Enhancements

Lower Susquehanna River Reservoir System Proposed Modeling Enhancements Lower Susquehanna River Reservoir System Proposed Modeling Enhancements Presented at the Chesapeake Bay Program Scientific and Technical Advisory Committee (STAC) Workshop January 13, 2016 Overview Due

More information

Great Lakes Tributary Modeling: Canaseraga Creek Watershed

Great Lakes Tributary Modeling: Canaseraga Creek Watershed Great Lakes Tributary Modeling: Canaseraga Creek Watershed SWAT Model Authority: Section 516(e) of WRDA 1996 US Army Corps of Engineers Canaseraga Creek Project Location - Encompasses portions of Livingston,

More information

Assessment of the Hood River Delta Hood River, Oregon

Assessment of the Hood River Delta Hood River, Oregon Assessment of the Hood River Delta Hood River, Oregon Pacific Northwest Waterways Association Annual Meeting October 13, 2010 Michael McElwee, Executive Director Port of Hood River Overview U.S. Army Corps

More information

DRAFT LOW FLOW CONVEYANCE CHANNEL BORAMEP TOTAL LOAD ANALYSIS 2001 MIDDLE RIO GRANDE, NEW MEXICO MAY 2005

DRAFT LOW FLOW CONVEYANCE CHANNEL BORAMEP TOTAL LOAD ANALYSIS 2001 MIDDLE RIO GRANDE, NEW MEXICO MAY 2005 LOW FLOW CONVEYANCE CHANNEL BORAMEP TOTAL LOAD ANALYSIS 2001 MIDDLE RIO GRANDE, NEW MEXICO MAY 2005 PREPARED FOR: US BUREAU OF RECLAMATION ALBUQUERQUE, NEW MEXICO PREPARED BY: FORREST JAY JASON ALBERT

More information

Tarbela Dam in Pakistan. Case study of reservoir sedimentation

Tarbela Dam in Pakistan. Case study of reservoir sedimentation Tarbela Dam in Pakistan. HR Wallingford, Wallingford, UK Published in the proceedings of River Flow 2012, 5-7 September 2012 Abstract Reservoir sedimentation is a main concern in the Tarbela reservoir

More information

Griswold Creek August 22, 2013

Griswold Creek August 22, 2013 Creek August 22, 2013 1 Lake Erie Protection Fund Creek Study ver Evaluate the overall condition of Creek Determine stable channel dimensions & appropriate restoration techniques Starting Stat gpoint for

More information

HYDRAULIC STRUCTURES, EQUIPMENT AND WATER DATA ACQUISITION SYSTEMS - Vol. I - Hydraulics of Two-Phase Flow: Water and Sediment - G R Basson

HYDRAULIC STRUCTURES, EQUIPMENT AND WATER DATA ACQUISITION SYSTEMS - Vol. I - Hydraulics of Two-Phase Flow: Water and Sediment - G R Basson HYDRAULICS OF TWO-PHASE FLOWS: WATER AND SEDIMENT G R Basson Dept. of Civil Engineering, University of Stellenbosch, South Africa. Keywords: sediment, sediment transport, turbulence, river regime, stream

More information

Chehalis Basin Strategy

Chehalis Basin Strategy Chehalis Basin Strategy Geomorphology, Sediment Transport, and Large Woody Debris Report Reducing Flood Damage and Restoring Aquatic Species Habitat Prepared by Watershed GeoDynamics and Anchor QEA, LLC

More information

Coarse Sediment Augmentation on Regulated Rivers. Scott McBain McBain & Trush, Inc.

Coarse Sediment Augmentation on Regulated Rivers. Scott McBain McBain & Trush, Inc. Coarse Sediment Augmentation on Regulated Rivers Scott McBain McBain & Trush, Inc. scott@mcbaintrush.com Components Some geomorphic and ecological considerations Conceptual approach at understanding augmentation

More information

The effectiveness of check dams in controlling upstream channel stability in northeastern Taiwan

The effectiveness of check dams in controlling upstream channel stability in northeastern Taiwan Erosion, Debris Mows and Environment in Mountain Regions (Proceedings of the Chengdu Symposium, July 1992). IAHS Publ. no. 209, 1992. 423 The effectiveness of check dams in controlling upstream channel

More information

Illinois State Water Survey Division

Illinois State Water Survey Division Illinois State Water Survey Division SURFACE WATER SECTION SWS Miscellaneous Publication 108 SEDIMENT YIELD AND ACCUMULATION IN THE LOWER CACHE RIVER by Misganaw Demissie Champaign, Illinois June 1989

More information

UGRC 144 Science and Technology in Our Lives/Geohazards

UGRC 144 Science and Technology in Our Lives/Geohazards UGRC 144 Science and Technology in Our Lives/Geohazards Flood and Flood Hazards Dr. Patrick Asamoah Sakyi Department of Earth Science, UG, Legon College of Education School of Continuing and Distance Education

More information

San Joaquin River Tributary Sediment Transport and Geomorphology Study

San Joaquin River Tributary Sediment Transport and Geomorphology Study Study 22 San Joaquin River Tributary Sediment Transport and Geomorphology Study Public Draft 2013 Monitoring and Analysis Plan September 2012 22.0 San Joaquin River Tributary Sediment Transport and Geomorphology

More information

WATER ON AND UNDER GROUND. Objectives. The Hydrologic Cycle

WATER ON AND UNDER GROUND. Objectives. The Hydrologic Cycle WATER ON AND UNDER GROUND Objectives Define and describe the hydrologic cycle. Identify the basic characteristics of streams. Define drainage basin. Describe how floods occur and what factors may make

More information

May 7, Roger Leventhal, P.E. Marin County Public Works Laurel Collins Watershed Sciences

May 7, Roger Leventhal, P.E. Marin County Public Works Laurel Collins Watershed Sciences May 7, 2013 Roger Leventhal, P.E. Marin County Public Works Laurel Collins Watershed Sciences Background Funded in 2009 under EPA 2100 Grant for $30k and managed by SFEP Project Goals: Update original

More information

Quantifying i the GLRI Metric for Annual Sediment Deposition in Great Lakes Harbors:

Quantifying i the GLRI Metric for Annual Sediment Deposition in Great Lakes Harbors: USACE 516(e) Annual Meeting Ann Arbor, MI (May 15, 2013) Quantifying i the GLRI Metric for Annual Sediment Deposition in Great Lakes Harbors: A Pilot Evaluation for Toledo Harbor Todd Redder Joe DePinto

More information

River Response. Sediment Water Wood. Confinement. Bank material. Channel morphology. Valley slope. Riparian vegetation.

River Response. Sediment Water Wood. Confinement. Bank material. Channel morphology. Valley slope. Riparian vegetation. River Response River Response Sediment Water Wood Confinement Valley slope Channel morphology Bank material Flow obstructions Riparian vegetation climate catchment vegetation hydrological regime channel

More information

Suspended Sediment Rating Curve for Tigris River Upstream Al- Betera Regulator

Suspended Sediment Rating Curve for Tigris River Upstream Al- Betera Regulator International Journal of Research in Engineering and Science (IJRES) ISSN (Online): 2320-9364, ISSN (Print): 2320-9356 Volume 3 Issue 8 ǁ August. 2015 ǁ PP.61-65 Suspended Sediment Rating Curve for Tigris

More information

mountain rivers fixed channel boundaries (bedrock banks and bed) high transport capacity low storage input output

mountain rivers fixed channel boundaries (bedrock banks and bed) high transport capacity low storage input output mountain rivers fixed channel boundaries (bedrock banks and bed) high transport capacity low storage input output strong interaction between streams & hillslopes Sediment Budgets for Mountain Rivers Little

More information

Monitoring for Sediment. Sampling Methods and Equipment

Monitoring for Sediment. Sampling Methods and Equipment Monitoring for Sediment Sampling Methods and Equipment High Flow Low flow Fluvial Sediment Data Needs in the U.S. Historical: Maintenance of reservoirs, channels, and hydraulic structures/bridge piers

More information

The Hydrologic Cycle STREAM SYSTEMS. Earth s Water and the Hydrologic Cycle. The Hydrologic Cycle. Hydrologic Cycle

The Hydrologic Cycle STREAM SYSTEMS. Earth s Water and the Hydrologic Cycle. The Hydrologic Cycle. Hydrologic Cycle STREAM SYSTEMS Earth Science: Chapter 5 Reading pages 114-124 The Hydrologic Cycle Oceans not filling up Evaporation = precipitation System is balanced Earth s Water and the Hydrologic Cycle Earth s Water

More information

AN ASSESSMENT OF THE IMPACT OF RETENTION PONDS

AN ASSESSMENT OF THE IMPACT OF RETENTION PONDS AN ASSESSMENT OF THE IMPACT OF RETENTION PONDS FOR SEDIMENT TRAPPING IN THE ADA CREEK AND LONGWOOD COVE USING REMOTELY SENSED DATA AND GIS ANALYSIS Sudhanshu Sekhar Panda Associate Professor, GIS/Env.

More information

Development and application of demonstration MIKE 21C morphological model for a bend in Mekong River

Development and application of demonstration MIKE 21C morphological model for a bend in Mekong River Development and application of demonstration MIKE 21C morphological model for a bend in Mekong River September 2015 0 Table of Contents 1. Introduction... 2 2. Data collection... 3 2.1 Additional data...

More information

Strategies for managing sediment in dams. Iwona Conlan Consultant to IKMP, MRCS

Strategies for managing sediment in dams. Iwona Conlan Consultant to IKMP, MRCS Strategies for managing sediment in dams Iwona Conlan Consultant to IKMP, MRCS 1 Sediment trapping by dams Active storage capacity Dead storage coarse material (bed load) Fine materials (suspension) Francis

More information

Bed-load measurements on large, sand-bed rivers in the United States

Bed-load measurements on large, sand-bed rivers in the United States Bed-load measurements on large, sand-bed rivers in the United States David Abraham 1,*, Tate McAlpin 1, and Keaton Jones 1 1 US Army Corps of Engineers, Coastal and Hydraulics Laboratory, Vicksburg MS,

More information

Hydrologic and Water Quality Modeling for the Missouri River Basin (MORB)

Hydrologic and Water Quality Modeling for the Missouri River Basin (MORB) 2016 International SWAT Conference in Beijing, China Hydrologic and Water Quality Modeling for the Missouri River Basin (MORB) Zhonglong Zhang, PhD, PE, May Wu, PhD Courtesy of USACE Outline Missouri River

More information

Subcommittee on Sedimentation Draft Sediment Analysis Guidelines for Dam Removal

Subcommittee on Sedimentation Draft Sediment Analysis Guidelines for Dam Removal Subcommittee on Sedimentation Draft Sediment Analysis Guidelines for Dam Removal August 4, 2011 Jennifer Bountry, M.S., P.E. Tim Randle, M.S., P.E., D.WRE. Blair Greimann, Ph.D., P.E. Sedimentation and

More information

Fluvial Processes In Dryland Rivers

Fluvial Processes In Dryland Rivers WILLIAM L. GRAF Fluvial Processes In Dryland Rivers Reprint of First Edition, Copyright 1988 Copyright 2002 by William L. Graf All rights reserved. No part of this book may be reproduced, stored in a retrieval

More information

Sedimentation Survey of Paris West Lake, Edgar County, Illinois

Sedimentation Survey of Paris West Lake, Edgar County, Illinois Contract Report 527 Sedimentation Survey of Paris West Lake, Edgar County, Illinois by William C. Bogner Office of Hydraulics & River Mechanics Prepared for the City of Paris March 1992 Illinois State

More information

PRESENTATION TITLE. Regional Sediment Management Application of a Coastal Model at the St. Johns River Entrance BUILDING STRONG

PRESENTATION TITLE. Regional Sediment Management Application of a Coastal Model at the St. Johns River Entrance BUILDING STRONG PRESENTATION TITLE Regional Sediment Management Application of a Coastal Model at the St. Johns River Entrance Steven Bratos Senior Coastal Engineer U.S. Army Corps of Engineers Jacksonville District February

More information

Use of Space-for-Time Substitution in River Restoration: examples from SE England

Use of Space-for-Time Substitution in River Restoration: examples from SE England Use of Space-for-Time Substitution in River Restoration: examples from SE England Drs Andrew Brookes and Niamh Burke (Jacobs) Lizzie Rhymes and Graham Scholey (Environment Agency, SE) What is Space-for-Time

More information

Continuing Sediment Management at Mount St. Helens: Raising the Spillway of the Sediment Retention Structure

Continuing Sediment Management at Mount St. Helens: Raising the Spillway of the Sediment Retention Structure Utah State University DigitalCommons@USU International Symposium on Hydraulic Structures Jun 28th, 4:00 PM Continuing Sediment Management at Mount St. Helens: Raising the Spillway of the Sediment Retention

More information

Applying 1D Sediment Models to Reservoir Flushing Studies: Measuring, Monitoring, and Modeling the Spencer Dam Sediment Flush with HEC-RAS

Applying 1D Sediment Models to Reservoir Flushing Studies: Measuring, Monitoring, and Modeling the Spencer Dam Sediment Flush with HEC-RAS Applying 1D Sediment Models to Reservoir Flushing Studies: Measuring, Monitoring, and Modeling the Spencer Dam Sediment Flush with HEC-RAS by Paul Boyd and Stanford Gibson PURPOSE: The purposes of this

More information

Nutrient and Sediment Cycling and Retention in Urban Floodplain Wetlands

Nutrient and Sediment Cycling and Retention in Urban Floodplain Wetlands Nutrient and Sediment Cycling and Retention in Urban Floodplain Wetlands Greg Noe, Cliff Hupp, Nancy Rybicki, Ed Schenk, and Jackie Batson National Research Program, Reston VA U.S. Department of the Interior

More information

!"#$%&&'()*+#$%(,-./0*)%(!

!#$%&&'()*+#$%(,-./0*)%(! 8:30 Sign in Hoosic River Revival Coalition!"#$%&&'()*+#$%(,-./0*)%(! 12-#30+4/#"5-(60 9:00 Welcome and Introductions 9:15 Goals for Today s Program: A Description of the Planning Process 9:30 First Session:

More information

Geomorphology Studies

Geomorphology Studies Geomorphology Studies Technical Workgroup Meeting February 14, 2012 Prepared by: Tetra Tech Prepared for: Alaska Energy Authority Overall Goal Geomorphology Studies Two studies Geomorphology Study (RSP

More information