Griswold Creek August 22, 2013

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

Why Geomorphology for Fish Passage

Step 5: Channel Bed and Planform Changes

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

Working with Natural Stream Systems

Four Mile Run Levee Corridor Stream Restoration

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

Why Stabilizing the Stream As-Is is Not Enough

Tom Ballestero University of New Hampshire. 1 May 2013

CR AAO Bridge. Dead River Flood & Natural Channel Design. Mitch Koetje Water Resources Division UP District

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

APPENDIX E. GEOMORPHOLOGICAL MONTORING REPORT Prepared by Steve Vrooman, Keystone Restoration Ecology September 2013

Squaw Creek. General Information

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

Assessment. Assessment

Solutions to Flooding on Pescadero Creek Road

Fish Passage at Road Crossings

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

EAGLES NEST AND PIASA ISLANDS

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

6.11 Naas River Management Unit

CASE STUDIES. Introduction

Implementing a Project with 319 Funds: The Spring Brook Meander Project. Leslie A. Berns

Important Copyright Information

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

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

Running Water Earth - Chapter 16 Stan Hatfield Southwestern Illinois College

Chapter Five. Synopsis

OBJECTIVES. Fluvial Geomorphology? STREAM CLASSIFICATION & RIVER ASSESSMENT

Addressing the Impact of Road-Stream Crossing Structures on the Movement of Aquatic Organisms

Natural Shoreline Landscapes on Michigan Inland Lakes

River Restoration and Rehabilitation. Pierre Y. Julien

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

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

Stream Simulation: A Simple Example

ADDRESSING GEOMORPHIC AND HYDRAULIC CONTROLS IN OFF-CHANNEL HABITAT DESIGN

Chapter 3 Erosion in the Las Vegas Wash

Riparian Assessment. Steps in the right direction... Drainage Basin/Watershed: Start by Thinking Big. Riparian Assessment vs.

Erosion Surface Water. moving, transporting, and depositing sediment.

Case Study 2: Twenty-mile Creek Rock Fords

Bank Erosion and Morphology of the Kaskaskia River

Continuing Education Associated with Maintaining CPESC and CESSWI Certification

Black Gore Creek 2013 Sediment Source Monitoring and TMDL Sediment Budget

Streams. Stream Water Flow

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

Fluvial Driven Alluvial Fans

Dam Removal Analysis Guidelines for Sediment

Vermont Stream Geomorphic Assessment. Appendix E. River Corridor Delineation Process. VT Agency of Natural Resources. April, E0 - April, 2004

GENERAL SUMMARY BIG WOOD RIVER GEOMORPHIC ASSESSMENT BLAINE COUNTY, IDAHO

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

Stream Classification

Gully Erosion Part 1 GULLY EROSION AND ITS CAUSES. Introduction. The mechanics of gully erosion

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

Long Valley Meadow Restoration Project

Island Design. UMRS EMP Regional Workshop. Presentation for the

Conceptual Model of Stream Flow Processes for the Russian River Watershed. Chris Farrar

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

Introduction Fluvial Processes in Small Southeastern Watersheds

Upper Drac River restoration project

1. The map below shows a meandering river. A A' is the location of a cross section. The arrows show the direction of the river flow.

PolyMet NorthMet Project

Landscape Development

Monitoring Headwater Streams for Landscape Response to

Avoiding Geohazards in the Mid-Atlantic Highlands by Using Natural Stream Principles

PHYSICAL GEOGRAPHY. By Brett Lucas

Kaskaskia Morphology Study Headwaters to Lake Shelbyville

Ways To Identify Background Verses Accelerated Erosion

Rosgen Classification Unnamed Creek South of Dunka Road

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

EROSION, DEPOSITION AND SEDIMENTARY ROCKS. Reading: Earth Science Tarbuck and Lutgens Chapter 5: pages Chapter 3: pages 52-54, 61-69

Fluvial Erosion Impacts on Infrastructure Along Indiana Rivers and Streams

NORTHUMBERLAND COUNTY, PA

Upper Mississippi River Basin Environmental Management Program Workshop

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

Degradation Concerns related to Bridge Structures in Alberta

A GEOMORPHOLOGICAL APPROACH TO RESTORATION OF INCISED RIVERS. David L. Rosgen 1

NATURAL RIVER. Karima Attia Nile Research Institute

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

(3) Sediment Movement Classes of sediment transported

Notes and Summary pages:

Fluvial Systems Lab Environmental Geology Lab Dr. Johnson

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

Figure 1. Which part of the river is labelled in Figure 1? a) Mouth b) Source c) Lower course d) channel

EROSION CONTROL FIELD GUIDE By Craig Sponholtz & Avery C. Anderson

Forest Service AOP Meeting Objectives of Stream Simulation: Examples and Talking Points

DAM REMOVAL ENGINEERING ISSUES & OPTIONS

Template for Sediment and Erosion Control Plan General Instructions. Section Instructions

Birch Creek Geomorphic Assessment and Action Plan

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

Fish Passage and Abundance around Grade Control Structures on Incised Streams in Western Iowa

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

Best Management Practices for Coldwater Fisheries Enhancement and Restoration

Dolores River Watershed Study

HAW CREEK, PIKE COUNTY, MISSOURI-TRIB TO SALT RIVER ERODING STREAM THREATHENING COUNTY ROAD #107, FOURTEEN FT TALL ERODING BANK WITHIN 4 FT OF THE

Sessom Creek Sand Bar Removal HCP Task 5.4.6

Overview of fluvial and geotechnical processes for TMDL assessment

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

Sediment and nutrient transport and storage along the urban stream corridor

11/12/2014. Running Water. Introduction. Water on Earth. The Hydrologic Cycle. Fluid Flow

6.1 Water. The Water Cycle

Transcription:

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 future utuepojects projects CRWP still available to provide site visits & recommendations & to help find grants 2

er Partners, Inc. Non-profit organization formed in 1996 by watershed communities. Technical assistance to minimize flooding, erosion, and water quality issues. ver Biomonitoring specialists Joel Bingham Manager Restoration Services Designing and building streams since 2002 3

Valley View WWTP SR 322 Bessie Benner Metzenbaum Park ver Laurel School Davis Dam The Club at Hillbrook Bowen Dam SR 87 Fairmount 4

dstream Process 5 Creek er

ver During the flood is when the power responsible for creating and maintaining the channel occurs We evaluate habitat at base flow on a sunny day Fluvial Processes Flow Sediment Interaction between flow and erodible sediments Sediment entrainment, transport and deposition *Streams in equilibrium are said to maintain a balance between flow contribution and sediment transport and deposition 6

7

How do you study a river or stream? Common features can classify and categorize streams for comparison ver d Even though they are unique- Components of a Stream Pattern Profile Dimension 8

Components of a Stream Streambed Profile Longitudinal profile Dimension Cross section ver Stream Pattern Geometry Bankfull corresponds to flow stage just before entering the flood plain. * 9

10 ver d

Channel Evolution ver 1. Vertical incision from floodplain 2. Widening erosion of stream banks degradation 3. Deposition- aggradation 4. Creation of new channel at lower elevation 11

12

Channel Stability ver Extremely important to maintain both vertical elevation control Loss of access to floodplain initiates channel evolution process Caused by storm water, dredging, channelization, incision of a main stem river 13

14

d Creek Assessment 15 Creek er

Valley View WWTP SR 322 Bessie Benner Metzenbaum Park ver Laurel School Davis Dam The Club at Hillbrook Bowen Dam SR 87 Fairmount 16

Slope Variability = Power 0.55% 0.71% 1.1% 0.25% 0.66% ver Mayfield *Profile produced from Lidar topo elevation data Fairmount Dines Stump Hollow 1.1% Kinsman 17

Impairments Summary Erosion Down-cutting Headcut Sediment Aggradation Degradation 18 Creek er

Creek ver Erosion Natural and manmade causes Streams erode and deposit naturally Rate and magnitude of erosion Hillbrook Club Metzenbaum 19

ver Headcut Is a limit of headward (moving upstream) erosion of the channel Areas of extreme power Niagara Falls is a head cut Dines Road 20

ver Sediment Aggradation Sediment accumulates in overwide areas following erosion Sediment facilitates change Creates foundation for new floodplains Thornberry Hunting Valley South of SR87 21

Creek ver Degradation Erosion in high energy areas caused by stream adjustment Creates wider stream channels Thornberry Thornberry 22

ver Dams Create a barrier for wildlife Hinder movement of sediment downstream Create vertical stability Need maintenance High risk due to amount of elevation at one location Bowen Dam Bowen Dam 23

Valley View WWTP SR 322 Bessie Benner Metzenbaum Park ver Laurel School Davis Dam The Club at Hillbrook Bowen Dam SR 87 Fairmount 24

Elevation 112 110 108 106 104 102 100 98 The Club at Hillbrook Cross Section 0 50 100Width 150 200 ver Elevation (ft) 110 108 106 104 102 100 98 96 94 Longitudinal Profile bed water srf bankfull 0 100 200 300 400 500 600 Channel Distance (ft) 25

The Club at Hillbrook ver Slope 1.1% Entrenched Degradational Phase- widening Active floodplain is 5ft down from original floodplain Commonly moves 6 diameter rocks Lacks useable floodplain 26

Geauga Park District s Bessie Benner Metzenbaum Park Elevation 101 100 99 98 97 96 95 Cross Section 0 5 10 15 20 25 30 Width ver Elevation (ft) Longitudinal Profile bed water srf bankfull Terr RTOB LTOB 103 102 101 100 99 98 97 96 95 94 0 50 100 150 200 250 300 350 Channel Distance (ft) 27

ver Geauga Park District s Bessie Benner Metzenbaum Park Slope 0.8% Moderately entrenched Floodplains are more accessible Portions aggrading due to logjams Predominantly sand substrates substrate easily transported by stream Large wetland surrounding Could be improved by making stream access floodplain more frequently - benefit downstream areas 28

ver Elevation Elevation (ft) Laurel School 101 100.5 Cross Sections 100 99.5 98.5 99 97.5 98 96.5 97 95.5 96 0 20 40 60 80 100 120 103 102 101 100 99 98 97 0 20 40 60 80 Longitudinal Profile Width bed water srf bankfull x-section 101 100 99 98 97 96 95 94 93 92 91 0 100 200 300 400 500 Channel Distance (ft) 29

Laurel School ver Moderately entrenched in lower reach Floodplains are more accessible Sediment transport functional= equilibrium Reach exhibits some stability Benefitted by reduction in gradient downstream of Fairmount Rd (Longitudinal profile) 30

ver Potential Causes & Conceptual Solutions Main stem er incised- causing head cut erosion Increased storm water Channel incision creating loss of floodplain access Dam failure Storm water control / detention Maintain or create vertical stability Create areas for floodplain Create areas for flood storage 31

Typical Condition 1 Floodplain Expansion 32 Creek er

Typical Raise-Grade 33 Creek er

Concept Examples 34 Creek er

35 Creek er

36 Creek er

37 Creek er

38 Creek er

Cross Sectional Area Curve Reference sites- Provide important information on stable, functional condition Blueprints for design and Construction ver drainage area (mi 2 ) cross sectional area (ft 2 ) Stream Valley View Wastewater Treatment Plant 0.63 16.5 Metzenbaum Park 1.51 19 Laurel School #1 3.02 38.3 Laurel school #2 3.02 49.6 Hillbrook Club 6.51 100.2 Bowen Dam 6.64 75.3 39

Summary ver What is happening? Creek is undergoing active channel adjustment Loss of floodplain access is overwhelming system with sediment Channels widening to make new floodplain l Channel evolution process 40

Strategies ver Storm water storage and infiltration Decrease bank erosion Raise Grade to historic floodplain where feasible Vertical elevationcontrol is important Need to prevent additional Channel evolution Headwater runoff storage Everyone in the watershed can do a part Cooperation and Collaboration to make things happen 41

Questions Joel Bingham, Restoration Manager ver er Partners, Inc. Amy Brennan, Director Keely Davidson-Bennett, Program Associate 42

Extra 43 Creek er

The Club at Hillbrook 44 Creek er

Geauga Park District s Bessie Benner Metzenbaum Park Creek ver Re attach floodplain Raise grade Create floodplain and stormwater Storage Public Land 45

Tree Falls Bookman Bookman 46 Creek er