Dan Myers Thesis Defense July 17, 2018 Indian Mill Creek - - PowerPoint PPT Presentation

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Dan Myers Thesis Defense July 17, 2018 Indian Mill Creek - - PowerPoint PPT Presentation

Dan Myers Thesis Defense July 17, 2018 Indian Mill Creek Northwest side of Grand Rapids Agricultural headwaters Urbanized lower reaches Coldwater trout stream Impaired Altered hydrology and sedimentation (Sigdel


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Dan Myers Thesis Defense July 17, 2018

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Indian Mill Creek

 Northwest side of Grand

Rapids

 Agricultural headwaters  Urbanized lower reaches  Coldwater trout stream  Impaired 

 Altered hydrology and

sedimentation (Sigdel 2017)

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Elevation Gradient

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Upper Watershed (Agricultural)

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Middle Watershed (Urban / Natural)

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Lower Watershed (Urban)

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Flashy Flows, Eroding Banks, and High Bedload Sediment Transport

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Schematic diagram of factors leading to habitat loss in Indian Mill Creek (Source: Sigdel 2017)

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Outline

Intro Study #1: Habitat, Fish, and Bugs Study #2: Watershed Modeling Study #3: Streambank Erosion Synthesis and Conclusion Q & A

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Study #1

 “Impacts of an

Agricultural/Urban Land Cover Gradient in a Coldwater Stream”

DT Myers, RR Rediske, JN McNair, AD Parker, and EW Ogilvie

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Objective and Hypothesis

 Objective: Assess stream habitat and biological

community integrity across a gradient of agricultural and urban land cover.

 Hypothesis: Stream habitat and biological community

structure are correlated with landscape, hydrologic, and geomorphic variables.

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Methods

 Stream Habitat Survey

 Geomorphic units  Streambed substrate  Woody debris  Riparian conditions

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Methods

  • Sediment Monitoring
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Methods

 Stream Temperature Loggers

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Methods

 Macroinvertebrate and Fish Surveys

 Procedure 51  Multivariate Statistics

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Streambed Substrate Results

Site Median Particle Size (mm) Median Particle Type Richmond Park 5-8 Fine Gravel Sharp Dr. (Lower) 33-64 Very Coarse Gravel Sharp Dr. (Upper) 17-32 Coarse Gravel Scout Pavilion 0.26 - 0.50 Medium Sand Five Mile Rd. 0.06 - 0.125 Very Fine Sand West Branch 0.26 - 0.50 Medium Sand East Branch 0.126 - 0.25 Fine Sand Blandford Nature Center 0.26 - 0.50 Medium Sand Walker Ditch <0.06 Silt / Clay

Lower Reaches Headwaters Tributaries

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Sediment Loading Results

Lower Reaches Headwaters Tributaries

Site Suspended load (kg day-1) Bedload (kg day-1) Richmond Park 523 2,687 Sharp Dr. (Lower) 110 233 Sharp Dr. (Upper) 120 9 Scout Pavilion 110 112 Five Mile Rd. 36 61 West Branch 7 31 East Branch 16 33 Blandford Nature Center 5 86 Walker Ditch 1 13

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Procedure 51 Fish Results

Site Total Score Fish Community Rating Turner Ave.

  • 1

Poor (<50 fish) Richmond Park (Tamarack)

  • 5

Poor (<50 fish) Richmond Park (Dam)

  • 4

Poor (<50 fish) Sharp Dr. (Lower)

  • 2

Poor (<50 fish) Sharp Dr. (Upper)

  • 5

Poor 3 Mile Road

  • 4

Acceptable Scout Pavilion

  • 8

Poor

Lower Reaches Middle Reaches

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Procedure 51 Macroinvertebrates

Site Total Score Macroinvertebrate Rating Richmond Park

  • 4

Acceptable Sharp Dr. (Lower)

  • 6

Poor Sharp Dr. (Upper)

  • 2

Acceptable Scout Pavilion

  • 4

Acceptable 5 Mile Rd.

  • 6

Poor West Branch

  • 8

Poor East Branch

  • 4

Acceptable Blandford Nature Center

  • 3

Acceptable Walker Ave. Ditch

  • 5

Poor

Lower Reaches Headwaters Tributaries

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Study #1 Major Findings

 Aquatic habitat, fish, and macroinvertebrate

communities are degraded throughout the watershed

 Fine substrate in the streambed has the strongest

association with degraded macroinvertebrate communities

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Study #2

 “Watershed and

Streambank Erosion Modeling in a Michigan, USA Stream Using the GWLF-E Model and MapShed GIS Plugin”

DT Myers, RR Rediske, JN McNair, and ME Allen

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Objective and Hypothesis

 Objective: Spatially assess runoff, field erosion, and

streambank erosion in the Indian Mill Creek watershed using a model.

 Hypothesis: Agricultural areas in the upper watershed

contribute the most sediment from field erosion, urban areas in the lower watershed have the highest streambank erosion rates, and the model reliably estimates stream discharge.

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GWLF-E Model (Evans et al. 2003)

 Enhanced Generalized Watershed Loading Functions  Mid-complexity  Validated with Pennsylvania watersheds  Appropriate because we are more interested in spatial

patterns than numerical targets

 Model runoff, sediment loading, and streambank

erosion in 20 subbasins from 1997-2015

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GWLF-E Model

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GWLF-E Runoff

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Flashy Flows by Outlet

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Discharge Estimate Evaluation

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GWLF-E Field Erosion

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GWLF-E Streambank Erosion

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Where Does the Sediment Go?

 Watershed degradation

 Habitat  Fish  Macroinvertebrates

 Out to the Grand River

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Eroding Banks Throughout!

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Study #2 Major Findings

 The GWLF-E model predicts high proportions of

runoff in urban areas, like Brandywine Creek, and high field erosion rates with steep slopes and erodible soils.

 Streambank erosion is a major contributor to sediment

loading in lower subbasins of Indian Mill Creek and more research is needed about it.

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Study #3

 “Measuring Streambank

Erosion: A Comparison

  • f Erosion Pins, Total

Station, and Terrestrial Laser Scanner”

DT Myers, RR Rediske, and JN McNair

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Objective and Hypothesis

 Objective: Compare three techniques to measure bank

erosion (erosion pins, total station, and laser scanner), then assess the spatial patterns and compare results with GWLF-E model.

 Hypothesis: The three techniques will provide

significantly different estimates of streambank erosion due to their abilities to detect spatial differences. Also, measurements will be higher than GWLF-E predictions.

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Study Design

 Nine sites  18 study banks

 Laser scans at 10

 Variety of conditions

 Vegetation  Erosion or deposition

 Measurements May 2017

to May 2018

 Compared with

statistical tests

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Erosion Pins, Total Station, and Laser Scanner

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Laser Scanning

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Significance Testing

 Normal distribution

 Shapiro Wilk Tests

 ANOVA Random Block

Design

 No detectable

differences between technique

 df=2, f=0.457, p=0.639

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Pearson Test for Correlations

 Erosion pins and total station [A]

 Not significant (R2=0.26, p=0.165)

 Erosion pins and laser scanner [B]

 Not significant (R2=0.16, p=0.289)

 Total station and laser scanner [C]

 Significant (R2=0.79, p=0.001)

  • 0.10

0.00 0.05

  • 0.2

0.0 0.2 0.4 Erosion Pins (m^3 / m / yr) Total Station (m^3 / m / yr)

  • 0.10

0.00 0.05

  • 0.03 -0.01

0.01 0.03 Erosion Pins (m^3 / m / yr) Laser Scanner (m^3 / m / yr)

  • 0.2

0.0 0.2 0.4

  • 0.03 -0.01

0.01 0.03 Total Station (m^3 / m / yr) Laser Scanner (m^3 / m / yr)

[A] [B] [C]

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Percent Difference

 Resop and Hession 2010  Erosion pins and total

station

 650%

 Laser scanner and

erosion pins

 596%

 Laser scanner and total

station

 1,275%

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Comparison of Techniques at Sites

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Average Laser Coverage of Bank

 No heavy vegetation

 32.5%

 Heavy vegetation

 11.75%

 Significantly different

 P = 0.047

 Tree roots also cause

data gaps

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Laser Scan Coverage

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Complex Banks

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Bank Erosion in Watershed

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East Branch (Headwaters)

 Streambed dominated

by fine sand

 GWLF-E predicts low

bank erosion

 Surveys show some of

the highest bank erosion rates

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Sharp Drive (Middle Reaches)

 High gradient  Severe bank erosion  Coarser substrate

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Richmond Park (Near Outlet)

 GWLF-E predicts

highest bank erosion

 Surveys show net

deposition of sediment

  • n banks

 Degraded fish

community

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Estimation of Sediment Loading

 GWLF-E estimate

 Field erosion = 5,078 Mg yr-1  Bank erosion = 1,031 Mg yr-1

 Erosion pin estimate

 Bank erosion = 2,020 Mg yr-1  28% of total load

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Study #3 Major Findings

 Differing results between techniques could be due to a

combination of vegetation, undercut banks, and coverage; choice of technique is important.

 Streambank erosion is a major contributor to sediment

loading which affects the quality of aquatic habitat, fish, and macroinvertebrate communities in the Indian Mill Creek watershed.

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Synthesis

Land Cover Change Degraded Aquatic Habitat Increased Runoff and Sediment Loading Sediment from Eroding Streambanks Impaired Fish and Macroinvertebrates

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Management Recommendations

 Controlling runoff is

most important! (Walsh et al. 2005)

 Restore creek to more

natural timing and volume of flows

 Intense storm flows

constrain aquatic communities

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Controlling Runoff

 Urban low impact

development

 Bioretention basins  Pervious pavement  Reduction in impervious

surface area

 Agricultural conservation

practice standards

 Riparian cover  Filter strips  Cover crops

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Check Out Our Blog! Indianmillstudy.wordpress.com

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Thank You!

 Coauthors

 Dr. Rick Rediske  Dr. Jim McNair  Aaron Parker  Wendy Ogilvie  Matt Allen

 Funders

 Annis Water Resources Institute  GVSU Graduate School  Lower Grand River Organization of

Watersheds

 Assistance

 Matt Allen  Noah Cleghorn  John Koches  Dr. Eric Snyder  Rachel Frantz  Dana Strouse  Eileen Boekestein  Carlos Calderon  Rajesh Sigdel  Brian Scull  Amanda Chambers  Matt Claucherty  Kurt Thompson  Molly Lane  Gene and Mary Dewys  Jake Gardner