posterfinal - martinez · title: posterfinal created date: 12/5/2016 11:18:14 am

1
Study Overview Evaluating Temporal Trends in Water Temperature and Dissolved Oxygen (DO) at the Fanno Site Intensive Monitoring Site: Fanno Creek at Greenway Park Modeling Beaver-Mediated Hydraulic Changes at the Fanno Site Related Publications Estimating Beaver Dam Capacity in the Tualatin River Basin with the Beaver Restoration Analysis Tool (BRAT) Effects of Beaver Dams on Urban Streams in the Tualatin River Basin By James White 1* , Krista Jones 1 , Norman Buccola 1 , Alexandria Costello 1,2 , Erin Poor 1,2 , Stewart Rounds 1 , and Casie Smith 1 1 U.S. Geological Survey, Oregon Water Science Center, Portland, OR 2 Portland State University *Correspondence: [email protected] U.S. Department of the Interior U.S. Geological Survey This study, in collaboration with Clean Water Services, aims to estimate beaver dam distributions and quantify the effects that beavers have on hydrology, water quality, and geomorphology in the urban streams of the Tualatin River basin. Year 1 efforts of this 3-year study included: (1) Applying and modifying the Beaver Restoration Analysis Tool (BRAT) to estimate beaver dam capacity, (2) Continuous measurements of water quality at locations upstream, in, and downstream of beaver influenced reaches, (3) Measurements of the spatial variation in temperature and dissolved oxygen in beaver ponds, (4) Hydraulic modeling of stream velocity, water depth, and inundation patterns along a beaver influenced reach, and (5) Surveys of sediment deposition. Findings will help Clean Water Services and other management agencies evaluate the effectiveness of using beavers to restore urban streams and in- cluding them in best management practices for addressing stormwater and water quality in urban streams. Mcfarlane, W.W., J.M. Wheaton, N. Bouwes, M.L. Jenson, J.T. Gilbert, N. Hough-Snee, and J.A. Shivik. 2015. Model- ing the capacity of riverscapes to support beaver dams. Geomorphology. http://dx.doi.org/10.1016/j.geomorph.2015.11.019 We are building numerical models to compare inundation, velocity, and depth to examine: (1) A range of flow conditions, (2) With and without the beaver dams, (3) Critical elevations of dams, (4) Dam “blowouts” at higher discharges, and (5) Storm attenuation throughout the site. Initial Results Model simulates flow dynamics in this reach reasonably well. Water storage at low flow is greater with dams, but differences decrease as discharge increases. Wetted area and depth increase with dams. Velocity decreases with dams. Next Steps Collect high flow data and calibrate model as necessary. Simulate actual storm events at Fanno Creek with and without dams. Compare downstream hydrographs, peak flows, and flashiness indices with and without dams. Combine with BRAT results to infer potential flashiness changes in sub-reaches/sub-watersheds. Fanno Creek at Greenway Park is managed by Tualatin Hills Park and Recreation Department. The recreation paths and disc golf course attract many visitors each day. Beavers in recent years have built at least four dams, including the tall dam at the southern end of the site and long dam creating the south pond. Exploring Spatial Variation in Water Temperature and Dissolved Oxygen at the Fanno Site Over 200 coupled measurements of water temperature and dissolved oxygen were collected to capture their spatial variability on August 11, 2016. Measurements were made in a 3-hour window and along the “old” channel, main channel from the tall dam upstream to the north pond, and within the south pond. Findings The ponded reach above the long dam has the warmest temperatures and some of the highest dissolved oxygen readings. The coldest water (<20°C) was at the head of the old channel and the deeper parts of the main channel. Thermal stratification was found in the main channel. Next Steps Repeat measurements next year during key migration periods for steelhead and cutthroat trout. Estimating Beaver-Mediated Sediment Retention at the Fanno Site We compared a survey of sediment depths against a survey of channel depths to estimate the volume of sediment stored by the ponds behind the long and tall dams. Acknowledgements Bob Baumgartner, Carol Murdock, Matt Brennan, Anil Devnani, John Goetz, Jamie Hughes, Raj Kapur, and Ken Wil- liamson from Clean Water Services and Chauncey Anderson, Scott Deweese, Micelis Doyle, Gabe Gordon, Mackenzie Keith, JoJo Mangano, Sean Payne, Matt Smith, Rose Wallick, Tammy Wood, and David Weathers from USGS provide invaluable support for this effort. BRAT was developed by Mcfarlane and others (2015) to estimate beaver dam density throughout a watershed and help the restoration community identify where, and where not, to target beaver restoration strategies. BRAT combines hydrologic, topographic, and vegetation data in a fuzzy inference system to calculate dam density potential, and can incoporate landuse data to identify where human-beaver conflicts may occur. Tailoring BRAT to the Tualatin River Basin BRAT was originally developed for Utah streams, which are generally high gradient streams with snow-melt dominated hydrographs. The Tualatin River basin is largely a low gradient system with a hydrograph driven by winter rains. We modified BRAT to account for how these differences influence beavers in the Tualatin basin. Preliminary BRAT Results Preliminary results show that, while the highest expected density of dams is in the upper forested reaches of the watershed, a considerable amount of habitat exists for beavers in urban and suburban streams. However, this habitat tends to be more variable and fragmented compared to the rural and forested streams. At this preliminary stage, the results are best interpreted as a range of available habitat, rather than potential dam density. Verifying Beaver Dam Capacity Estimates Efforts are ongoing to verify and calibrate the BRAT model. USGS is counting dams on targeted reaches in different landuse types and sub-watersheds. These data will help fine-tune the dam density estimates from the model. Next Steps Future analyses may include assessing potential dam buildout in specific sub-watersheds or reaches, identifying areas most likely to support beaver introduction, comparing current density and expected capacity, and identifying habitat limitations for beaver. Results may also be used to help set goals for beaver restoration. Water Temperature Findings The lower site is substantially warmer than the middle and upper sites during this period of time. The water in the shallow south pond is warmed by solar radiation, and the lower site captures that signal. Water temperature is cooler 5.5 miles downstream at the Durham gage site. At this time, we do not know how far the elevated temperatures persist below the lower Fanno at Greenway site. Three sondes measure water temperature, dissolved oxygen, conductivity, turbidity, and pH. These data are useful for evaluating changes between the: (1) Upper and middle sites where the deep channel is shaded, confined, and ponded and receives water from the unshaded north pond, and (2) Middle and lower sites where the deep channel runs through the south pond and then becomes confined and shaded between the long and tall dams. Dissolved Oxygen Findings DO concentrations at the middle site become very low (<2 mg/L) in the late summer. Water is more oxygenated when it exits the tall dam downstream. The primary productivity occurring in the south pond area is captured by the lower sonde. Next Steps Keep sondes deployed through Fall 2017. Analyze DO patterns to assess primary production and stream metabolism. 0 2 4 6 8 10 12 550 600 650 700 750 800 850 900 950 Dissolved Oxygen (mg/L) Distance downstream from Hall Blvd (meters) 16 18 20 22 24 26 28 30 Water temperature (deg C) Start of the South Pond Long Dam Tall Dam 10 cm 60 cm 100 cm ODEQ standard 10 cm 60 cm 100 cm ODEQ standard 3.5 ft 3 /s 21 ft 3 /s 28 ft 3 /s 70 ft 3 /s With dams Without dams Next Steps Collect suspended sediment concentrations (SSC) this winter. Relate SSC with turbidity. Develop a surrogate discharge relationship so we can calculate annual suspended sediment loads above and below the Fanno Greenway reach. Dam Long Tall Estimated stored volume (cubic meters) 1,800 80 Dump truck loads 150 7 African elephants 720 32 0 2 4 6 8 10 5/20 7/9 8/28 10/17 7-day running average of mean Dissolved Oxygen (mg/L) Durham Upper Middle Lower December 2016 Long dam North pond Main channel Old channel Old channel dam Notched dam South pond Tall dam Flow Upper sonde Lower sonde Middle sonde Figure 3. Map of the Fanno Creek at Greenway Park site and photo of the south pond and long dam. Figure 1. Beavers in urban streams of the Tualatin River basin. Photos by Erin Poor, USGS. South pond Long dam Figure 6. Water temperatures and dissolved oxygen measurements made in main channel, south pond, and old channel at the Fanno Creek at Greenway Park site during the synoptic sampling on August 11, 2016. Figure 7. Longitudnal profiles of water temperature and dissolved oxygen measured along the main channel at Fanno Creek Greenway Park on August 11, 2016. Figure 4. Water temperature measurements made at the Fanno at Greenway Park sondes and the downstream USGS gage at Durham. Figure 10. Photo of surveying sediment depths near the beaver lodge in the south pond at the Fanno Creek Greenway Park site. 12 14 16 18 20 22 24 26 28 5/20 7/9 8/28 10/17 7-Day mean of daily maximum water temperatures (deg C) Durham Upper Middle Lower Figure 5. Dissolved oxygen measurements made at the Fanno at Greenway Park sondes and the downstream USGS gage at Durham 49.5 50.0 50.5 51.0 51.5 52.0 52.5 53.0 0 200 400 600 800 Water surface elevation (m) Downstream distance along stream (m) Measured Values Model Results Figure 8. Measured and modeled values for water surface elevations for the Fanno Creek at Greenway Park. Long dam Tall dam Long dam Figure 2. Preliminary beaver dam capacity estimates. Estimated high density of beaver dams in forested streams of the basin Estimated moderate density of beaver dams in urban streams Beaver dam capacity (dams/km) None (0) Rare (0 - 1) Occasional (1 - 4) Frequent (5 - 15) Pervasive (16 - 40) South pond Main channel Old channel Figure 9. Modeled depth results for the Fanno Creek at Greenway Park site at a range of flow conditions. Long dam South pond Main channel North pond North Washington Oregon Willamette basin Tualatin basin

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Page 1: PosterFINAL - Martinez · Title: PosterFINAL Created Date: 12/5/2016 11:18:14 AM

Study Overview

Evaluating Temporal Trends in Water Temperature and Dissolved Oxygen (DO) at the Fanno Site

Intensive Monitoring Site: Fanno Creek at Greenway Park Modeling Beaver-Mediated Hydraulic Changes at the Fanno Site

Related Publications

Estimating Beaver Dam Capacity in the Tualatin River Basin with the Beaver Restoration Analysis Tool (BRAT)

Effects of Beaver Dams on Urban Streams in the Tualatin River Basin

By James White1*, Krista Jones1, Norman Buccola1, Alexandria Costello1,2, Erin Poor1,2, Stewart Rounds1, and Casie Smith1 1 U.S. Geological Survey, Oregon Water Science Center, Portland, OR 2Portland State University *Correspondence: [email protected]

U.S. Department of the Interior

U.S. Geological Survey

This study, in collaboration with Clean Water Services, aims to estimate beaver dam distributions and quantify the effects that beavers have on hydrology, water quality, and geomorphology in the urban streams of the Tualatin River basin.

Year 1 efforts of this 3-year study included: (1) Applying and modifying the Beaver Restoration Analysis Tool (BRAT) to estimate beaver dam capacity, (2) Continuous measurements of water quality at locations upstream, in, and downstream of beaver influenced reaches, (3) Measurements of the spatial variation in temperature and dissolved oxygen in beaver ponds, (4) Hydraulic modeling of stream velocity, water depth, and inundation patterns along a beaver influenced reach, and (5) Surveys of sediment deposition.

Findings will help Clean Water Services and other management agencies evaluate the effectiveness of using beavers to restore urban streams and in-cluding them in best management practices for addressing stormwater and water quality in urban streams.

Mcfarlane, W.W., J.M. Wheaton, N. Bouwes, M.L. Jenson, J.T. Gilbert, N. Hough-Snee, and J.A. Shivik. 2015. Model-ing the capacity of riverscapes to support beaver dams. Geomorphology. http://dx.doi.org/10.1016/j.geomorph.2015.11.019

We are building numerical models to compare inundation, velocity, and depth to examine: (1) A range of flow conditions,(2) With and without the beaver dams,(3) Critical elevations of dams,(4) Dam “blowouts” at higher discharges, and (5) Storm attenuation throughout the site.

Initial ResultsModel simulates flow dynamics in this reach reasonably well.

Water storage at low flow is greater with dams, but differences decrease as discharge increases.

Wetted area and depth increase with dams.

Velocity decreases with dams.

Next StepsCollect high flow data and calibrate model as necessary.

Simulate actual storm events at Fanno Creek with and without dams.

Compare downstream hydrographs, peak flows, and flashiness indices with and without dams.

Combine with BRAT results to infer potential flashiness changes in sub-reaches/sub-watersheds.

Fanno Creek at Greenway Park is managed by Tualatin Hills Park and Recreation Department. The recreation paths and disc golf course attract many visitors each day.

Beavers in recent years have built at least four dams, including the tall dam at the southern end of the site and long dam creating the south pond.

Exploring Spatial Variation in Water Temperature and Dissolved Oxygen at the Fanno Site

Over 200 coupled measurements of water temperature and dissolved oxygen were collected to capture their spatial variability on August 11, 2016.

Measurements were made in a 3-hour window and along the “old” channel, main channel from the tall dam upstream to the north pond, and within the south pond.

FindingsThe ponded reach above the long dam has the warmest temperatures and some of the highest dissolved oxygen readings.

The coldest water (<20°C) was at the head of the old channel and the deeper parts of the main channel.

Thermal stratification was found in the main channel.

Next StepsRepeat measurements next year during key migration periods for steelhead and cutthroat trout.

Estimating Beaver-Mediated Sediment Retention at the Fanno Site

We compared a survey of sediment depths against a survey of channel depths to estimate the volume of sediment stored by the ponds behind the long and tall dams.

AcknowledgementsBob Baumgartner, Carol Murdock, Matt Brennan, Anil Devnani, John Goetz, Jamie Hughes, Raj Kapur, and Ken Wil-liamson from Clean Water Services and Chauncey Anderson, Scott Deweese, Micelis Doyle, Gabe Gordon, Mackenzie Keith, JoJo Mangano, Sean Payne, Matt Smith, Rose Wallick, Tammy Wood, and David Weathers from USGS provide invaluable support for this effort.

BRAT was developed by Mcfarlane and others (2015) to estimate beaver dam density throughout a watershed and help the restoration community identify where, and where not, to target beaver restoration strategies. BRAT combines hydrologic, topographic, and vegetation data in a fuzzy inference system to calculate dam density potential, and can incoporate landuse data to identify where human-beaver conflicts may occur.

Tailoring BRAT to the Tualatin River BasinBRAT was originally developed for Utah streams, which are generally high gradient streams with snow-melt dominated hydrographs. The Tualatin River basin is largely a low gradient system with a hydrograph driven by winter rains. We modified BRAT to account for how these differences influence beavers in the Tualatin basin.

Preliminary BRAT ResultsPreliminary results show that, while the highest expected density of dams is in the upper forested reaches of the watershed, a considerable amount of habitat exists for beavers in urban and suburban streams. However, this habitat tends to be more variable and fragmented compared to the rural and forested streams. At this preliminary stage, the results are best interpreted as a range of available habitat, rather than potential dam density.

Verifying Beaver Dam Capacity EstimatesEfforts are ongoing to verify and calibrate the BRAT model. USGS is counting dams on targeted reaches in different landuse types and sub-watersheds. These data will help fine-tune the dam density estimates from the model.

Next StepsFuture analyses may include assessing potential dam buildout in specific sub-watersheds or reaches, identifying areas most likely to support beaver introduction, comparing current density and expected capacity, and identifying habitat limitations for beaver. Results may also be used to help set goals for beaver restoration.

Water Temperature FindingsThe lower site is substantially warmer than the middle and upper sites during this period of time.

The water in the shallow south pond is warmed by solar radiation, and the lower site captures that signal.

Water temperature is cooler 5.5 miles downstream at the Durham gage site.

At this time, we do not know how far the elevated temperatures persist below the lower Fanno at Greenway site.

Three sondes measure water temperature, dissolved oxygen, conductivity, turbidity, and pH.

These data are useful for evaluating changes between the:(1) Upper and middle sites where the deep channel is shaded, confined, and ponded and receives water from the unshaded north pond, and(2) Middle and lower sites where the deep channel runs through the south pond and then becomes confined and shaded between the long and tall dams.

Dissolved Oxygen FindingsDO concentrations at the middle site become very low (<2 mg/L) in the late summer.

Water is more oxygenated when it exits the tall dam downstream.

The primary productivity occurring in the south pond area is captured by the lower sonde.

Next StepsKeep sondes deployed through Fall 2017.

Analyze DO patterns to assess primary production and stream metabolism.

0

2

4

6

8

10

12

550 600 650 700 750 800 850 900 950

Dis

solv

ed O

xyge

n (m

g/L)

Distance downstream from Hall Blvd (meters)

16

18

20

22

24

26

28

30

Wat

er te

mpe

ratu

re (d

eg C

)

Start of the South Pond

LongDam Tall

Dam

10 cm

60 cm

100 cmODEQ standard

10 cm

60 cm100 cm

ODEQ standard

3.5 ft3/s

21 ft 3/s

28 ft3/s

70 ft3/s

With dams Without dams

Next Steps Collect suspended sediment concentrations (SSC) this winter.

Relate SSC with turbidity.

Develop a surrogate discharge relationship so we can calculate annual suspended sediment loads above and below the Fanno Greenway reach.

Dam

Long

Tall

Estimated stored volume (cubic

meters)1,800

80

Dump truck loads150

7

African elephants

720

32

0

2

4

6

8

10

5/20 7/9 8/28 10/17

7-da

y ru

nnin

g av

erag

e of

mea

n D

isso

lved

Oxy

gen

(mg/

L)

DurhamUpperMiddleLower

December 2016

Long dam

North pond

Main channel

Old channel

Old channel dam

Notched damSouth pond

Tall dam

Flow

Upper sonde

Lowersonde

Middle sonde

Figure 3. Map of the Fanno Creek at Greenway Park site and photo of the south pond and long dam.

Figure 1. Beavers in urban streams of the Tualatin River basin. Photos by Erin Poor, USGS.

South pond

Long dam

Figure 6. Water temperatures and dissolved oxygen measurements made in main channel, south pond, and old channel at the Fanno Creek at Greenway Park site during the synoptic sampling on August 11, 2016.

Figure 7. Longitudnal profiles of water temperature and dissolved oxygen measured along the main channel at Fanno Creek Greenway Park on August 11, 2016.

Figure 4. Water temperature measurements made at the Fanno at Greenway Park sondes and the downstream USGS gage at Durham.

Figure 10. Photo of surveying sediment depths near the beaver lodge in the south pond at the Fanno Creek Greenway Park site.

12

14

16

18

20

22

24

26

28

5/20 7/9 8/28 10/17

7-D

ay m

ean

of d

aily

max

imum

wat

er

tem

pera

ture

s (d

eg C

)DurhamUpperMiddleLower

Figure 5. Dissolved oxygen measurements made at the Fanno at Greenway Park sondes and the downstream USGS gage at Durham

49.5

50.0

50.5

51.0

51.5

52.0

52.5

53.0

0 200 400 600 800

Wat

er s

urfa

ce e

leva

tion

(m)

Downstream distance along stream (m)

Measured Values

Model Results

Figure 8. Measured and modeled values for water surface elevations for the Fanno Creek at Greenway Park.

Long dam

Talldam

Long dam

Figure 2. Preliminary beaver dam capacity estimates.

Estimated high density of beaver dams in forested streams of the basin

Estimated moderate density of beaver dams in urban streams

Beaver dam capacity(dams/km)

None (0)Rare (0 - 1)Occasional (1 - 4)Frequent (5 - 15)Pervasive (16 - 40)

South pond

Main channel

Old channel

Figure 9. Modeled depth results for the Fanno Creek at Greenway Park site at a range of flow conditions.

Long dam

South pond

Main channel

Northpond

North

Washington

Oregon

Willamette basin

Tualatin basin