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

Size: px
Start display at page:

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

Transcription

1 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.

2

3 THE GOOD

4 THE BAD

5 THE UGLY

6 THE GOOD

7 THE BAD

8 THE UGLY

9 THE GOOD

10 THE BAD

11 THE UGLY

12 WHAT DO WE DO????

13 LOCATION IN WATERSHED Stream equilibrium and graded rivers (Gilbert 1877, Davis 1902, Mackin 1948) Fluvial audit and sediment impact assessments ( Sear and Newson 1993, Biedenharn et.al 2000) Balance sediment supply and transport for channel design (Lane 1955, Shields et.al 2003) After Sear and Newson (1993)

14 SEDIMENT SUPPLY

15 CAPACITY INCIPIENT MOTION (SEDIMENT COMPETENCE) TRANSPORT EQUATIONS BY GRAIN SIZE (BEDLOAD, SUSPENDED LOAD, TOTAL LOAD) FIELD MEASUREMENTS STREAM POWER, BED SHEAR VS. SEDIMENT LOAD

16 SUPPLY VS. TRANSPORT LIMITED Supply Limited- The reach has transport capacity to move all the upstream sediment delivered to the site, erosion could be an issue. Nonerodible THRESHOLD CHANNELS Transport Limited- The sediment load exceeds the reach transport capacity, deposition may be an issue.

17

18 MODE OF TRANSPORT SUSPENDED LOAD VS BED LOAD

19 BED MATERIAL LOAD VS WASHLOAD Bed Material Load- Portion of sediment load derived in appreciable quantities from the streambed Wash Load- Portion of the suspended sediment load not found in significant quantities in the stream bed. <D10. Supply Limited Washload transport is independent of stream transport capacity

20 URBAN SYSTEMS- TIRE RIFFLES

21 IMPORTANCE OF DATA SOURCES USGS SITES PROJECT FIELD MEASUREMENTS GEOMORPHIC OBSERVATIONS (BAR DEPOSITS) BED MATERIAL (PAVEMENT, SUB- PAVEMENT SAMPLES, PEBBLE COUNT) LOOK UPSTREAM AND DOWNSTREAM OF PROJECT REACH!

22 TRIAGE APPROACH LEVEL 1- MINIMAL SEDIMENT ISSUES, SHORT REACH PROJECTS <300 LF (INCIPIENT MOTION, PERMISSIBLE VELOCITY, BEFORE AND AFTER HYDRAULICS) LEVEL 2 ALLUVIAL REACHES WITH SEDIMENT SUPPLY (EFFECTIVE DISCHARGE, FLOWSED/POWERSED, SEDIMENT BUDGET) LEVEL 3 LONGER REACHES, HIGH SEDIMENT SUPPLY, HIGHER PROFILE AREAS WITH SEDIMENT ISSUES (SIAM, MULTIPLE FLOWSED/POWERSED RUNS, CONTINUOUS SIMULATION HEC 6, SRH 1-D, 2-D)

23 Sediment study level Example scenarios 1 Low sediment supply in small urban watersheds Hardpan reaches without active incision Current stable reaches with habitat improvements proposed Bank stabilization projects Short reach projects (<300 ft) Procedures Existing and proposed hydraulic analysis Permissible velocity analysis Sediment competence calculations 2 Sand bed channels with significant sediment supply, Reach scale projects (>300 ft) Incising hardpan reaches Alluvial silt bed channels where washload transitions to bed material load Reaches where active sediment deposition is observed Effective discharge analysis (flow duration analysis) FLOWSED/POWERSED analysis 3 Large scale channel projects with significant sediment supply High profile areas where long-term sediment deposition is a major concern Tidal areas where long-term sedimentation is a concern Multiple Runs of FLOWSED/POWERSED Analysis SIAM (HEC-RAS) analysis Mobile (1-D) bed continuous simulation models (HEC-6, SRH 1-D)

24 LEVEL ONE SCENARIO SMALL SCALE PROJECTS LIMITED SEDIMENT SUPPLY/TRANSPORT SUPPLY LIMITED CONDITIONS BANK STABILIZATION METHODS INCIPIENT MOTION/SEDIMENT COMPETENCE PERMISSIBLE SHEAR STRESS, VELOCITY BEFORE/AFTER HYDRAULICS

25

26 LEVEL TWO SCENARIO ALLUVIAL SEDIMENT TRANSFER REACH COULD BE TRANSPORT OR SUPPLY LIMITED BEDLOAD/BED MATERIAL LOAD SEDIMENT SUPPLY METHODS EFFECTIVE DISCHARGE FLOWSED/POWERSED SEDIMENT BUDGET TRANSPORT EQUATION APPROACH

27

28 fflowsed/powersed Stream Power Based Flow Duration Utilizes Field Collected Sediment Transport Data On line Database of Flow Records

29 LEVEL THREE SCENARIO LARGER SCALE PROJECTS >2000 LF SIGNIFICANT SEDIMENT SUPPLY/TRANSPORT THAT CAN IMPACT PROJECT SUCCESS HIGH PROFILE/HIGHER BUDGET PROJECTS TIDAL REACHES/DEPOSITIONAL REACHES WATERSHED SCALE STUDIES METHODS SIAM (SEDIMENT IMPACT ASSESSMENT METHODS) HECRAS MULTIPLE FLOWSED/POWERSED RUNS CONTINUOUS SIMULATION MOBILE BED MODELS (HEC 6, SRH- 1d, 2D) WARSSS

30

31 SIAM-Sediment Impact Assessment Model Sediment continuity by grain size based on channel hydraulics, annual flow duration curve, local sediment sources Transport takes place as wash load or bed material load Local sediment sources, upstream channel sources and reach transport capacity indicate aggradation or degradation in the modeled sediment reach - Local Balance

32 Local Balance Upstream bed material sediment supply IN Local sediment sources of bed material size Sediment Reach Reach transport capacity * fraction bed material present OUT

33 SIAM-Sediment Accounting Algorithm Upstream Wash Supply Wash Material Local Source Supply Upstream Transtioning Wash Material Upstream Channel Supply Channel Material Local Balance Local Channel Supply

34 SRH-1D (USBR) Continuous simulation model Steady flow discretization of hydrograph Exner sediment routing Layered bed material (pavement/subpavement)

35 SRH-1D Layered Bed Material Bulk Sampling (Pavement) Pebble count (Sub-pavement) (Bunte and Abt 2001) (Pavement) (Sub-pavement)

36 TAKE HOME POINTS UNDERSTAND THE SYSTEM AND SCALE OF YOUR PROJECT LOCATION IN THE WATERSHED QUANTIFY SEDIMENT SUPPLY AND CALIBER (IN SOME WAY) MODE OF TRANSPORT SELECT A LEVEL OF SEDIMENT ANALYSIS DETAIL APPROPRIATE FOR YOUR SCENARIO UNDERSTAND UNCERTAINTY

37 ALL MODELS ARE WRONG, BUT SOME ARE USEFUL George Box

Technical Memorandum. To: From: Copies: Date: 10/19/2017. Subject: Project No.: Greg Laird, Courtney Moore. Kevin Pilgrim and Travis Stroth

Technical Memorandum. To: From: Copies: Date: 10/19/2017. Subject: Project No.: Greg Laird, Courtney Moore. Kevin Pilgrim and Travis Stroth Technical Memorandum To: From: Greg Laird, Courtney Moore Kevin Pilgrim and Travis Stroth 5777 Central Avenue Suite 228 Boulder, CO 80301 www.otak.com Copies: [Electronic submittal] Date: 10/19/2017 Subject:

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

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

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

(3) Sediment Movement Classes of sediment transported

(3) Sediment Movement Classes of sediment transported 9/17/15 (3) Sediment Movement Classes of sediment transported Dissolved load Suspended load Important for scouring algae Bedload (5-10% total load) Moves along bed during floods Source of crushing for

More information

(3) Sediment Movement Classes of sediment transported

(3) Sediment Movement Classes of sediment transported (3) Sediment Movement Classes of sediment transported Dissolved load Suspended (and wash load ) Important for scouring algae Bedload (5-10% total load Moves along bed during floods Source of crushing for

More information

Do you think sediment transport is a concern?

Do you think sediment transport is a concern? STREAM RESTORATION FRAMEWORK AND SEDIMENT TRANSPORT BASICS Pete Klingeman 1 What is Your Restoration Project Like? k? Do you think sediment transport is a concern? East Fork Lewis River, WA Tidal creek,

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

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

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

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

STREAM RESTORATION AWRA Summer Specialty Conference, GIS and Water Resources IX

STREAM RESTORATION AWRA Summer Specialty Conference, GIS and Water Resources IX STREAM RESTORATION 2016 AWRA Summer Specialty Conference, GIS and Water Resources IX Innovative Use of 2D Hydraulic Modeling in Stream Restoration Design Presented by: Li Gao, PE and Robert Scrafford,

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

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

Watershed Assessment of River Stability and Sediment Supply: Advancing the Science of Watershed Analysis

Watershed Assessment of River Stability and Sediment Supply: Advancing the Science of Watershed Analysis Watershed Assessment of River Stability and Sediment Supply: Advancing the Science of Watershed Analysis 2009 MWEA Annual Conference Rob Myllyoja, CET rmyllyoja@hrc-engr.com Watershed Assessment of River

More information

Geomorphology Geology 450/750 Spring Fluvial Processes Project Analysis of Redwood Creek Field Data Due Wednesday, May 26

Geomorphology Geology 450/750 Spring Fluvial Processes Project Analysis of Redwood Creek Field Data Due Wednesday, May 26 Geomorphology Geology 450/750 Spring 2004 Fluvial Processes Project Analysis of Redwood Creek Field Data Due Wednesday, May 26 This exercise is intended to give you experience using field data you collected

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

Sediment transport and river bed evolution

Sediment transport and river bed evolution 1 Chapter 1 Sediment transport and river bed evolution 1.1 What is the sediment transport? What is the river bed evolution? System of the interaction between flow and river beds Rivers transport a variety

More information

Dams, sediment, and channel changes and why you should care

Dams, sediment, and channel changes and why you should care Dams, sediment, and channel changes and why you should care Gordon E. Grant USDA Forest Service PNW Research Station Corvallis, Oregon Dam effects on river regimes FLOW (Q) SEDIMENT (Qs) TEMP CHEMISTRY

More information

Dolores River Watershed Study

Dolores River Watershed Study CHAPTER 4: RIVER AND FLOODPLAIN ISSUES The Dolores River falls into a category of streams in Colorado that share some unique characteristics. Like some other mountain streams in the state, it has a steep

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

Calculation of Stream Discharge Required to Move Bed Material

Calculation of Stream Discharge Required to Move Bed Material Calculation of Stream Discharge Required to Move Bed Material Objective: Students will map two sections of a stream and calculate the depth, velocity, and discharge of flows required to move the stream

More information

Fluvial Processes in River Engineering

Fluvial Processes in River Engineering Fluvial Processes in River Engineering Howard H. Chang San Diego State University... A WILEY-INTERSCIENCE PUBLTCATION John Wiley & Sons New York Chicbester Brisbane Toronto Singapore CONTENTS PARTI FLUVIAL

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

Final Report for TWDB Contract No

Final Report for TWDB Contract No Final Report for TWDB Contract No. 1004831127 Sediment Transport Modeling of Channel Scale Geomorphic Processes J.K. Haschenburger University of Texas at San Antonio July 31, 2012 1 Introduction This study

More information

Erosion Rate is a Function of Erodibility and Excess Shear Stress = k ( o - c ) From Relation between Shear Stress and Erosion We Calculate c and

Erosion Rate is a Function of Erodibility and Excess Shear Stress = k ( o - c ) From Relation between Shear Stress and Erosion We Calculate c and Equilibrium, Shear Stress, Stream Power and Trends of Vertical Adjustment Andrew Simon USDA-ARS, Oxford, MS asimon@msa-oxford.ars.usda.gov Non-Cohesive versus Cohesive Materials Non-cohesive: sands and

More information

Appendix K.2: Sediment Management Excerpt from South Orange County Hydromodification Management Plan

Appendix K.2: Sediment Management Excerpt from South Orange County Hydromodification Management Plan Appendix K.2: Sediment Management Excerpt from South Orange County Hydromodification Management Plan 4 Sediment Supply Management Requirements Permit Order R9-2013-0001 as amended by Order No. R9-2015-0001Section

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

Can fluvial-hydraulic models accurately predict bed load transport in gravel bed streams?

Can fluvial-hydraulic models accurately predict bed load transport in gravel bed streams? Can fluvial-hydraulic models accurately predict bed load transport in gravel bed streams? Scott B. Katz 1,2, Catalina Segura 1,2 1 Water Resources Graduate Program, 2 Department of Forest Engineering,

More information

Why Geomorphology for Fish Passage

Why Geomorphology for Fish Passage Channel Morphology - Stream Crossing Interactions An Overview Michael Love Michael Love & Associates mlove@h2odesigns.com (707) 476-8938 Why Geomorphology for Fish Passage 1. Understand the Scale of the

More information

The River Restoration Centre therrc.co.uk. Understanding Fluvial Processes: supporting River Restoration. Dr Jenny Mant

The River Restoration Centre therrc.co.uk. Understanding Fluvial Processes: supporting River Restoration. Dr Jenny Mant The River Restoration Centre therrc.co.uk Understanding Fluvial Processes: supporting River Restoration Dr Jenny Mant Jenny@therrc.co.uk Understanding your catchment Hydrology Energy associated with the

More information

NATURE OF RIVERS B-1. Channel Function... ALLUVIAL FEATURES. ... to successfully carry sediment and water from the watershed. ...dissipate energy.

NATURE OF RIVERS B-1. Channel Function... ALLUVIAL FEATURES. ... to successfully carry sediment and water from the watershed. ...dissipate energy. 1 2 Function... Sevier River... to successfully carry sediment and water from the watershed....dissipate energy. 3 ALLUVIAL FEATURES 4 CHANNEL DIMENSION The purpose of a stream is to carry water and sediment

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

Dam Removal Analysis Guidelines for Sediment

Dam Removal Analysis Guidelines for Sediment A review of: Dam Removal Analysis Guidelines for Sediment Joe Rathbun (Retired) rathbunj@sbcglobal.net Some Potential Sediment Issues Reservoir restoration Downstream water quality Downstream deposition

More information

Perspectives on river restoration science, geomorphic processes, and channel stability

Perspectives on river restoration science, geomorphic processes, and channel stability Perspectives on river restoration science, geomorphic processes, and channel stability Stream Restoration Forum: Science and Regulatory Connections Andrew C. Wilcox Department of Geosciences University

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

Diego Burgos. Geology 394. Advisors: Dr. Prestegaard. Phillip Goodling

Diego Burgos. Geology 394. Advisors: Dr. Prestegaard. Phillip Goodling Sediment Transport into an Urban Tributary Junction Diego Burgos Geology 394 Advisors: Dr. Prestegaard Phillip Goodling 1 Abstract Tributary junctions are an important component of stream morphology and

More information

What discharge (cfs) is required to entrain the D 84 (84 th percentile of sediment size distribution) in Red Canyon Wash?

What discharge (cfs) is required to entrain the D 84 (84 th percentile of sediment size distribution) in Red Canyon Wash? Gregory Indivero 31 October 2011 What discharge (cfs) is required to entrain the D 84 (84 th percentile of sediment size distribution) in Red Canyon Wash? What discharge was required to deposit observed

More information

Wetland & Floodplain Functional Assessments and Mapping To Protect and Restore Riverine Systems in Vermont. Mike Kline and Laura Lapierre Vermont DEC

Wetland & Floodplain Functional Assessments and Mapping To Protect and Restore Riverine Systems in Vermont. Mike Kline and Laura Lapierre Vermont DEC Wetland & Floodplain Functional Assessments and Mapping To Protect and Restore Riverine Systems in Vermont Mike Kline and Laura Lapierre Vermont DEC NWI+ Hydro-Geomorphic Characterization of Wetlands and

More information

Why Stabilizing the Stream As-Is is Not Enough

Why Stabilizing the Stream As-Is is Not Enough Why Stabilizing the Stream As-Is is Not Enough Several examples of alternatives to the County s design approach have been suggested. A common theme of these proposals is a less comprehensive effort focusing

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

Stream Entrainment, Erosion, Transportation & Deposition

Stream Entrainment, Erosion, Transportation & Deposition Lecture 12 Zone 2 of the Fluvial System, Continued Stream Entrainment, Erosion, Transportation & Deposition Erosion in a Fluvial Landscape Corrosion Chemical Erosion Corrasion Mechanical Weathering Cavitation

More information

Colorado River sediment transport 1. Natural sediment supply limitation and the influence of Glen Canyon Dam

Colorado River sediment transport 1. Natural sediment supply limitation and the influence of Glen Canyon Dam WATER RESOURCES RESEARCH, VOL. 36, NO. 2, PAGES 515 542, FEBRUARY 2000 Colorado River sediment transport 1. Natural sediment supply limitation and the influence of Glen Canyon Dam David J. Topping U.S.

More information

Annotated Bibliography of River Avulsions Pat Dryer Geography 364 5/14/2007

Annotated Bibliography of River Avulsions Pat Dryer Geography 364 5/14/2007 Annotated Bibliography of River Avulsions Pat Dryer Geography 364 5/14/2007 1 Table of Contents Introduction 2 Annotations I. River avulsions and their deposits 2 II. Channel avulsion on alluvial fans

More information

Spring Run Spawning Habitat Assessment Sediment Mobility

Spring Run Spawning Habitat Assessment Sediment Mobility Study 47 Spring Run Spawning Habitat Assessment Sediment Mobility Final 2015 Monitoring and Analysis Plan January 2015 1.0 Spring Run Spawning Habitat Assessment Sediment Mobility Theme(s): Flow management

More information

The how, why, and lessons learned

The how, why, and lessons learned The how, why, and lessons learned emulates natural river systems integrates fluvial processes over temporal and spatial scales of self-formed and self-maintained natural rivers reestablish the physical,

More information

Fish Passage at Road Crossings

Fish Passage at Road Crossings Fish Passage at Road Crossings 1 Crossing Design Workshop Outline 1:00 to 2:00 Intro, Design Overview, Channel Width 2:00 to 2:15 Break 2:15 to 3:15 No-Slope, Stream Simulation Design 3:15 to 3:30 Break

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

LAB-SCALE INVESTIGATION ONBAR FORMATION COORDINATES IN RIVER BASED ON FLOW AND SEDIMENT

LAB-SCALE INVESTIGATION ONBAR FORMATION COORDINATES IN RIVER BASED ON FLOW AND SEDIMENT LAB-SCALE INVESTIGATION ONBAR FORMATION COORDINATES IN RIVER BASED ON FLOW AND SEDIMENT Mat Salleh M. Z., Ariffin J., Mohd-Noor M. F. and Yusof N. A. U. Faculty of Civil Engineering, University Technology

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

MEANDER MIGRATION MODEL ASSESSMENT FOR THE JANUARY 2005 STORM, WHITMAN PROPERTY, SAN ANTONIO CREEK, VENTURA COUNTY, CALIFORNIA

MEANDER MIGRATION MODEL ASSESSMENT FOR THE JANUARY 2005 STORM, WHITMAN PROPERTY, SAN ANTONIO CREEK, VENTURA COUNTY, CALIFORNIA MEANDER MIGRATION MODEL ASSESSMENT FOR THE JANUARY 2005 STORM, WHITMAN PROPERTY, SAN ANTONIO CREEK, VENTURA COUNTY, CALIFORNIA Prepared by Eric Larsen, Ph.D. Mark Rains, Ph.D. October 2006 INTRODUCTION

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

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

Remaining Capacity in Great Lakes Reservoirs

Remaining Capacity in Great Lakes Reservoirs US Army Corps of Engineers Detroit District Remaining Capacity in Great Lakes Reservoirs Storage Capacity Behind Great Lakes Dams Field Data and Modeling Motivation for project Project overview Data and

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

Hydraulic and Sediment Transport Modeling Strategy

Hydraulic and Sediment Transport Modeling Strategy Appendix B Hydraulic and Sediment Transport Modeling Strategy May 2014 Technical Memorandum Channel Capacity Report January 2015 San Joaquin River Restoration Program Hydraulic and Sediment Transport Modeling

More information

Modeling Post-Development Runoff and Channel Impacts from Hydromodification: Practical Tools for Hydromodification Assessment

Modeling Post-Development Runoff and Channel Impacts from Hydromodification: Practical Tools for Hydromodification Assessment Modeling Post-Development Runoff and Channel Impacts from Hydromodification: Practical Tools for Hydromodification Assessment Chris Bowles, Ph.D. Andy Collison, Ph.D. Matt Wickland, M.S. c.bowles@pwa-ltd.com

More information

Sediment and Erosion Design Guide

Sediment and Erosion Design Guide Sediment and Erosion Design Guide Sediment Transport & Bulking Factors Goals of this Session Review key principals Review basic relationships and available tools Review bulking factor relationships Purposes

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

Session C1 - Applying the Stream Functions Pyramid to Geomorphic Assessments and Restoration Design

Session C1 - Applying the Stream Functions Pyramid to Geomorphic Assessments and Restoration Design University of Massachusetts - Amherst ScholarWorks@UMass Amherst International Conference on Engineering and Ecohydrology for Fish Passage International Conference on Engineering and Ecohydrology for Fish

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

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

River floodplain regime and stratigraphy. Drs. Nanette C. Kingma.

River floodplain regime and stratigraphy. Drs. Nanette C. Kingma. River floodplain regime and stratigraphy. Drs. Nanette C. Kingma. Formation of floodplain. Formation of floodplains: lateral channel migration in channel deposition suspended-load fall out during higher

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

Field Observations and One-Dimensional Flow Modeling of Summit Creek in Mack Park, Smithfield, Utah

Field Observations and One-Dimensional Flow Modeling of Summit Creek in Mack Park, Smithfield, Utah Intermountain Center for River Rehabilitation and Restoration, Utah State University 31 July 2018 Field Observations and One-Dimensional Flow Modeling of Summit Creek in Mack Park, Smithfield, Utah I.

More information

Streams. Stream Water Flow

Streams. Stream Water Flow CHAPTER 14 OUTLINE Streams: Transport to the Oceans Does not contain complete lecture notes. To be used to help organize lecture notes and home/test studies. Streams Streams are the major geological agents

More information

1.3.1.1 Incipient Motion Particle movement will occur when the instantaneous fluid force on a particle is just larger than the instantaneous resisting force related to the submerged particle weight and

More information

River Morphology. EAD 511 River management

River Morphology. EAD 511 River management River Morphology EAD 511 River management Introduction FLUVIAL GEOMORPHOLOGY Webster's New World Dictionary defines fluvial as: of, found in, or produced by a river or rivers. The same reference defines

More information

Modelling of flow and sediment transport in rivers and freshwater deltas Peggy Zinke

Modelling of flow and sediment transport in rivers and freshwater deltas Peggy Zinke 1 Modelling of flow and sediment transport in rivers and freshwater deltas Peggy Zinke with contributions from Norwegian and international project partners 2 Outline 1. Introduction 2. Basic ideas of flow

More information

Sediments and bedrock erosion

Sediments and bedrock erosion Eroding landscapes: fluvial processes Sediments and bedrock erosion Mikaël ATTAL Marsyandi valley, Himalayas, Nepal Acknowledgements: Jérôme Lavé, Peter van der Beek and other scientists from LGCA (Grenoble)

More information

Stream Geomorphology. Leslie A. Morrissey UVM July 25, 2012

Stream Geomorphology. Leslie A. Morrissey UVM July 25, 2012 Stream Geomorphology Leslie A. Morrissey UVM July 25, 2012 What Functions do Healthy Streams Provide? Flood mitigation Water supply Water quality Sediment storage and transport Habitat Recreation Transportation

More information

Updated Fluvial Geomorphology Modeling Approach

Updated Fluvial Geomorphology Modeling Approach (FERC No. 14241) Updated Fluvial Geomorphology Modeling Approach Technical Memorandum Prepared for Prepared by Tetra Tech Original Submitted June 30, 2013 Updated May 2014 Page intentionally left blank

More information

Influence of dam removal and past sediment mining on river morphology and biology: example of the Vienne River (France)

Influence of dam removal and past sediment mining on river morphology and biology: example of the Vienne River (France) Université François Rabelais de Tours, CNRS/INSU - UMR 6113 CETU Elmis Influence of dam removal and past sediment mining on river morphology and biology: example of the Vienne River (France) S. Rodrigues,

More information

Kevin Zytkovicz, Hydrographer Minnesota DNR, Stream Habitat Program Salam Murtada, P.E., CFM, Floodplain Hydrologist Minnesota DNR, Land Use Unit

Kevin Zytkovicz, Hydrographer Minnesota DNR, Stream Habitat Program Salam Murtada, P.E., CFM, Floodplain Hydrologist Minnesota DNR, Land Use Unit REDUCING LOCALIZED IMPACTS TO RIVER SYSTEMS THROUGH PROPER GEOMORPHIC SIZING OF ON-CHANNEL AND FLOODPLAIN OPENINGS AT ROAD/RIVER INTERSECTIONS Kevin Zytkovicz, Hydrographer Minnesota DNR, Stream Habitat

More information

New Approaches to Restoring NH s Rivers Natural Channel Design and Dam Removal

New Approaches to Restoring NH s Rivers Natural Channel Design and Dam Removal NHACC Annual Meeting 2012 New Approaches to Restoring NH s Rivers Natural Channel Design and Dam Removal Peter J. Walker CROOKED STREAMS are a menace to life and crops in the areas bordering on their banks.

More information

Restoration Goals TFG Meeting. Agenda

Restoration Goals TFG Meeting. Agenda San Joaquin River Restoration Program Restoration Goals TFG Meeting Reach 2B Update April 28, 2010 Agenda 1. Introductions 2. Program Restoration Goal Context 3. Program Update a) Interim Flows b) EIS/EIR

More information

Sediment Transport in Stream Assessment and Design July 31 August 4, Logan, Utah

Sediment Transport in Stream Assessment and Design July 31 August 4, Logan, Utah DEPARTMENT OF WATERSHED SCIENCES Sediment Transport in Stream Assessment and Design July 31 August 4, Logan, Utah This course is intended for those who wish to understand and apply the principles of sediment

More information

Assessment. Assessment

Assessment. Assessment 2001 SPRINGBROOK CREEK RESTORATION - THREE YEAR POST-CONSTRUCTION REVIEW - Presented by Bruce Henderson and Andy Harris 2005 River Restoration Northwest Symposium Skamania Lodge, Washington www.hendersonlandservices.com

More information

Surface Water and Stream Development

Surface Water and Stream Development Surface Water and Stream Development Surface Water The moment a raindrop falls to earth it begins its return to the sea. Once water reaches Earth s surface it may evaporate back into the atmosphere, soak

More information

3/3/2013. The hydro cycle water returns from the sea. All "toilet to tap." Introduction to Environmental Geology, 5e

3/3/2013. The hydro cycle water returns from the sea. All toilet to tap. Introduction to Environmental Geology, 5e Introduction to Environmental Geology, 5e Running Water: summary in haiku form Edward A. Keller Chapter 9 Rivers and Flooding Lecture Presentation prepared by X. Mara Chen, Salisbury University The hydro

More information

BZ471, Steam Biology & Ecology Exam 1

BZ471, Steam Biology & Ecology Exam 1 BZ471, Exam1, p.1 BZ471, Steam Biology & Ecology Exam 1 Name Matching. Select the single best (most precise) answer for each of the following. Use each answer no more than once. No partial credit is given.

More information

1 Project Summary. 2 Background

1 Project Summary. 2 Background Student: Lindsay Olinde Course: CE 394K..3 GIS in Water Resources UT Austin Professor: Dr. David Maidment Submitted: December 3, 2010 Investigation into whether differences in channel slope characteristicss

More information

Stream Simulation: A Simple Example

Stream Simulation: A Simple Example Stream Simulation: A Simple Example North Thompson Creek, CO Paul T. Anderson U.S.D.A. Forest Service Here s How We Started May 2011 2-1 USDA-Forest Service Here s How We Finished Forest Service Aquatic

More information

3 Theoretical Basis for SAM.sed Calculations

3 Theoretical Basis for SAM.sed Calculations 3 Theoretical Basis for SAM.sed Calculations Purpose Sediment transport functions can be used to calculate the bed material portion of the sediment discharge rating curve. This rating curve can then be

More information

The Importance of Riparian Vegetation in Channel Restoration: Moving Towards Quantification in Design

The Importance of Riparian Vegetation in Channel Restoration: Moving Towards Quantification in Design The Importance of Riparian Vegetation in Channel Restoration: Moving Towards Quantification in Design Rob Millar Department of Civil Engineering The University of British Columbia "Nothing is as practical

More information

Aquifer an underground zone or layer of sand, gravel, or porous rock that is saturated with water.

Aquifer an underground zone or layer of sand, gravel, or porous rock that is saturated with water. Aggradation raising of the streambed by deposition that occurs when the energy of the water flowing through a stream reach is insufficient to transport sediment conveyed from upstream. Alluvium a general

More information

Modeling of long-term sedimentation in the Osijek port basin

Modeling of long-term sedimentation in the Osijek port basin Water Management and Hydraulic Engineering 2015 Litera Brno, ISBN 978-80-214-5230-5, ISSN 2410-5910 Modeling of long-term sedimentation in the Osijek port basin G. Gilja, N. Kuspilić (Faculty of civil

More information

Unconventional Wisdom and the Effects of Dams on Downstream Coarse Sediment Supply. Byron Amerson, Jay Stallman, John Wooster, and Derek Booth

Unconventional Wisdom and the Effects of Dams on Downstream Coarse Sediment Supply. Byron Amerson, Jay Stallman, John Wooster, and Derek Booth Unconventional Wisdom and the Effects of Dams on Downstream Coarse Sediment Supply 3 February 2009 Byron Amerson, Jay Stallman, John Wooster, and Derek Booth Sultan River, WA OBJECTIVE Consider the landscape

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

Four Mile Run Levee Corridor Stream Restoration

Four Mile Run Levee Corridor Stream Restoration Four Mile Run Levee Corridor Stream Restoration 30% Design Summary U.S. Army Corps of Engineers, Baltimore District Presentation Outline Four Mile Run 1.) Historic Perspective 2.) Existing Conditions 3.)

More information

MEMORANDUM 1. INTRODUCTION

MEMORANDUM 1. INTRODUCTION MEMORANDUM TO: Jim Well, Ducks Unlimited FROM: Mike Harvey, PhD, PG, Bob Mussetter, PhD, PE, Dai Thomas, PE SUBJECT: Two-dimensional Sediment-transport Modeling of the M&T/Llano Project No. US-CA-62-2

More information

Ways To Identify Background Verses Accelerated Erosion

Ways To Identify Background Verses Accelerated Erosion Ways To Identify Background Verses Accelerated Erosion Establish Background Condition From Old Ground Photos, Aerial Photos, and Maps Compare Rate Over Time At the Same Location, or for Reaches Channel

More information

Tom Ballestero University of New Hampshire. 1 May 2013

Tom Ballestero University of New Hampshire. 1 May 2013 Tom Ballestero University of New Hampshire 1 May 2013 1 Hydrology 2 Basic Hydrology Low flows most common Flows that fill the stream to the banks and higher are much less common Filling the stream to the

More information

Rapid Geomorphic Assessments: RGA s

Rapid Geomorphic Assessments: RGA s Establishing Current Reference Conditions Rates and concentrations of suspended-sediment transport vary over time and space due to factors such as precipitation characteristics and discharge, geology,

More information

Table 6.1 Progress in the identification of equilibrium states in geomorphology

Table 6.1 Progress in the identification of equilibrium states in geomorphology 6 The concept of equilibrium emerged in geomorphology once ideas of catastrophism had been succeeded by the understanding that gradual land-forming processes were responsible for the shape of the Earth

More information

Field Methods to Determine/ Verify Bankfull Elevation, XS Area & Discharge

Field Methods to Determine/ Verify Bankfull Elevation, XS Area & Discharge Module # 6 Field Methods to Determine/ Verify Bankfull Elevation, XS Area & Discharge Iowa s River Restoration Toolbox Level 1 / Base Training Overview of Basic Field Data Collection Site Map Cross Sections

More information

APPENDIX B Hydraulic Considerations for Pipeline Crossings of Stream Channels

APPENDIX B Hydraulic Considerations for Pipeline Crossings of Stream Channels APPENDIX B Hydraulic Considerations for Pipeline Crossings of Stream Channels B-1 B-2 APPENDIX B HYDRAULIC CONSIDERATIONS FOR PIPELINE CROSSINGS OF STREAM CHANNELS Pipeline crossings of perennial, intermittent,

More information

Effect of Sand Supply on Transport Rates in a Gravel-Bed Channel

Effect of Sand Supply on Transport Rates in a Gravel-Bed Channel Effect of Sand Supply on Transport Rates in a Gravel-Bed Channel Joanna C. Curran, A.M.ASCE, 1 and Peter R. Wilcock, M.ASCE 2 Abstract: In a series of flume experiments using constant discharge, flow depth,

More information

Solutions to Flooding on Pescadero Creek Road

Solutions to Flooding on Pescadero Creek Road Hydrology Hydraulics Geomorphology Design Field Services Photo courtesy Half Moon Bay Review Solutions to Flooding on Pescadero Creek Road Prepared for: San Mateo County Resource Conservation District

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