research assistant - cuw environmental science - … assistant - cuw environmental science - uwt...
TRANSCRIPT
![Page 1: Research Assistant - CUW Environmental Science - … Assistant - CUW Environmental Science - UWT Civil and Environmental Engineering ... I would like to thank: Joel Baker Andy James](https://reader031.vdocuments.pub/reader031/viewer/2022022008/5ae0f2b47f8b9a97518ddfe2/html5/thumbnails/1.jpg)
Brian Hite
Research Assistant - CUW
Environmental Science - UWT
Civil and Environmental Engineering - UW
![Page 2: Research Assistant - CUW Environmental Science - … Assistant - CUW Environmental Science - UWT Civil and Environmental Engineering ... I would like to thank: Joel Baker Andy James](https://reader031.vdocuments.pub/reader031/viewer/2022022008/5ae0f2b47f8b9a97518ddfe2/html5/thumbnails/2.jpg)
Acknowledgments
I would like to thank:
Joel Baker
Andy James
Kurt Marx
Justin Miller-Schulze
Sharon Hunter
Alex Gipe
Connor Bacon
Rick Fuller
Washington Storm Water Center
The staff working in the labs at the City of Tacoma
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Rain Garden Soil Mixes
Characterization
Phosphorus overview
Year Long Study
Capturing phosphorus
This Summer’s Research
Combine phase 1 & 2
New rain garden design
Phase 1
Phase 2
Phase 3
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Storm Water is the Problem
Water collects contaminants as it flows
Impermeable surfaces force urban runoff into storm
drains
(pugetsoundstartshere.org) (stancounty.com)
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Sources of Pollutants
Urban Development
Automobiles
Fecal Matter
Detergents
Lawn Care
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Storm Water Impacts
75-89% of female Coho Salmon die before
spawning upon entering Longfellow Creek
Eutrophication
> 0.05 mg / L of P
Storm water
≈ 0.30 mg / L of P
(lakescientist.com) (NOAA.gov)
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Are Rain Gardens the Solution?
Allows water to better
infiltrate soil surface
Filters metal particles
and hydrocarbons
Lessens amount of
pollutants that enter
rivers and streams
(bhbuilders.com)
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Bio-Retention Soil Mix (BSM)
Storm Water Management Manual
for Western WA
Sand used for high infiltration rates
Compost used to fertilize plants
60% Sand
40% Compost
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Phase 1 Overview
Characterization of Media
Bio-Retention Soil Mix (BSM)
Proposed Amendments to BSM
City of Tacoma’s TAGRO
○ Alternative to compost
Water Treatment Residual (WTR)
○ Used to capture phosphorus
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TAGRO Garden Mix
Composed of Class A bio-solids pasteurized to
eliminate pathogens
(weeklyvolcano.com)
50% Bio-Solids
25% Sand
25% Sawdust
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Water Treatment Residuals (WTR)
(waterandhealth.org)
25 – 50 % Aluminum and Ferric Sulfates (additive)
15 – 25 % Organic Matter (source water)
35 – 50 % Clay / Silt (source water)
(ecy.wa.gov)
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WTR captures ortho – P through dual process
Adsorption – Fast process
○ Easily reversible
Absorption – Slow process as particles dry-out
○ Uptake into matrix of particle
Adsorption and Absorption
(reefkeeping.com) (intechopen.com)
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Soil Mixes
18 in
6 in
4in
SAND TAGRO MIX BSM / WTR BSM
WTR
8.7 %
Compost
31.3 % Sand
60 % Sand
60 %
Sand
60 %
Compost
40 % Sand
100 %
Sawdust
15 %
Bio-solid
25 %
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Methods
Columns dosed with ≈ 2 years storm water 10:1 – Drainage : Retention
Leaching Period - To condition media
75 Liters ≈ 1 year storm water
8 Liters twice per week
Polluting Period – To show how it reacts to pollutants
75 Liter ≈ 1 year storm water
4 Liters twice per week
Sampling – 1st Liter of rain event ≈ every 20 Liters
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Leaching Period
Cistern water is reject
water from making
Deionized water, and
runoff from green
roof
(Waterworld.com)
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Polluting Period
Sludge to make storm water
acquired from City of Tacoma
Wet Sieved < 150µm
≈ 50-300 mg/L TSS
(americleanpumping.com)
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Nutrients and Physical Traits
Major Anions
Alkalinity and pH
Infiltration Rates
Total Phosphorous
Ortho Phosphorus
Total Suspended Solid
Total Kjeldahl Nitrogen
Total Organic Carbon
Dissolved Organic Carbon
Metals (Total and Dissolved)
Aluminum
Arsenic
Cadmium
Copper
Lead
Nickel
Zinc
What We Are Looking For
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Ortho - Phosphorus
Causes eutrophication in fresh water
Sources of ortho - phosphorus:
Decomposing organic phosphorus in compost and
bio-solids
Storm water runoff
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Ortho - PhosphorusC
oncentr
ation (
mg / L
)
1
2
3
4
Influent T
hro
ugh C
olu
mn (
L)
20
40
60
80
100
120
Influent
TAGRO Mix
Bio-retention Soil Mix
Bio-retention Soil Mix / WTR
Sand
Inflow
Leaching Period Polluting Period
Ortho - PhosphorusC
oncentr
ation (
mg / L
)
1
2
3
4
Influent T
hro
ugh C
olu
mn (
L)
20
40
60
80
100
120
Influent
TAGRO Mix
Bio-retention Soil Mix
Bio-retention Soil Mix / WTR
Sand
Inflow
Leaching Period Polluting Period
Ortho - PhosphorusC
oncentr
ation (
mg / L
)
1
2
3
4
Influent T
hro
ugh C
olu
mn (
L)
20
40
60
80
100
120
Influent
TAGRO Mix
Bio-retention Soil Mix
Bio-retention Soil Mix / WTR
Sand
Inflow
Leaching Period Polluting Period
Ortho - PhosphorusC
oncentr
ation (
mg / L
)
1
2
3
4
Influent T
hro
ugh C
olu
mn (
L)
20
40
60
80
100
120
Influent
TAGRO Mix
Bio-retention Soil Mix
Bio-retention Soil Mix / WTR
Sand
Inflow
Leaching Period Polluting Period
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Can control the life span of rain-
garden
Rain-garden infiltration rates
range between 12 to 1 in / hr
Constant Head Method
Darcy’s Law formula
Infiltration Rates
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Hydrologic Conductivityin
filtra
tion R
ate
(in
/ h
r)
2
4
6
8
10
12
Influent T
hro
ugh C
olu
mn (
L)
20
40
60
80
100
120
TAGRO Mix
Bio-retention Soil Mix
Bio-retention Soil Mix / WTR
Sand
Acceptable Infiltration Range
Inflow
Leaching Period Polluting Period
Hydrologic Conductivityin
filtra
tion R
ate
(in
/ h
r)
2
4
6
8
10
12
Influent T
hro
ugh C
olu
mn (
L)
20
40
60
80
100
120
TAGRO Mix
Bio-retention Soil Mix
Bio-retention Soil Mix / WTR
Sand
Acceptable Infiltration Range
Inflow
Leaching Period Polluting Period
Hydrologic Conductivityin
filtra
tion R
ate
(in
/ h
r)
2
4
6
8
10
12
Influent T
hro
ugh C
olu
mn (
L)
20
40
60
80
100
120
TAGRO Mix
Bio-retention Soil Mix
Bio-retention Soil Mix / WTR
Sand
Acceptable Infiltration Range
Inflow
Leaching Period Polluting Period
Hydrologic Conductivityin
filtra
tion R
ate
(in
/ h
r)
2
4
6
8
10
12
Influent T
hro
ugh C
olu
mn (
L)
20
40
60
80
100
120
TAGRO Mix
Bio-retention Soil Mix
Bio-retention Soil Mix / WTR
Sand
Acceptable Infiltration Range
Inflow
Leaching Period Polluting Period
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Phase 1 Conclusions
WTR retains ≈ 50-60% of Phosphorus
Infiltration rates slow down regardless of
amendments
Could be controlled by fine grain particle loading
thanks John
Soil Amendments
Ortho -
Phosphorous
Removal
infiltration Rate
Percent Drop
( % )
Sand Only - 76
BSM - 67
BSM / WTR + 94
TAGRO Mix - 64
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Phase 2 Phosphorus Amendment
Stratified Layers Sand / WTR
Will adding WTR at high volumes improve or
harm rain garden function
Sampling:
Ortho-Phosphorus
Infiltration rates
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Project Design
Sand / WTR
Influent: Synthetic storm water
1 mg/L Nitrogen
0.3 mg/L Phosphorus
Loading Rate:
4 Liters twice a week
Sampling:
1st Liter about every 30 Liters
6in
6in
4in
50 / 50
75 / 25
90 / 10
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Ortho - Phosphate
Liters of Influent ( L )
200 250 300 350 400 450
Ort
ho -
P C
once
ntr
atio
n (
mg / L
)
0.0
0.1
0.2
0.3
Sand / WTR - 50 / 50
Sand / WTR - 75 / 25
Sand / WTR - 90 / 10
Influent
50 % Breakthrough
Ortho - Phosphate
Liters of Influent ( L )
200 250 300 350 400 450
Ort
ho -
P C
once
ntr
atio
n (
mg / L
)
0.0
0.1
0.2
0.3
Sand / WTR - 50 / 50
Sand / WTR - 75 / 25
Sand / WTR - 90 / 10
Influent
50 % Breakthrough
Ortho - Phosphate
Liters of Influent ( L )
200 250 300 350 400 450
Ort
ho
- P
Co
nce
ntr
atio
n (
mg / L
)
0.0
0.1
0.2
0.3
Sand / WTR - 50 / 50
Sand / WTR - 75 / 25
Sand / WTR - 90 / 10
Influent
50 % Breakthrough
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Hydrologic Conductivity
Liters Influent
0 50 100 150 510 525
Infil
tratio
n R
ate
( in
/ h
r )
2
4
6
8
10
12Sand / WTR - 50 / 50
Sand / WTR - 75 / 25
Sand / WTR - 90 / 10
Acceptable Infiltration Rate
Hydrologic Conductivity
Liters Influent
0 50 100 150 510 525
Infil
tratio
n R
ate
( in
/ h
r )
2
4
6
8
10
12Sand / WTR - 50 / 50
Sand / WTR - 75 / 25
Sand / WTR - 90 / 10
Acceptable Infiltration Rate
Hydrologic Conductivity
Liters Influent
0 50 100 150 510 525
Infil
tratio
n R
ate
( in
/ h
r )
2
4
6
8
10
12Sand / WTR - 50 / 50
Sand / WTR - 75 / 25
Sand / WTR - 90 / 10
Acceptable Infiltration Rate
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Phase 2 Conclusions
Sand / WTR removes ortho – phosphorus in
synthetic storm water ≈ 3 – 5 years
Sand / WTR Ortho - Phosphorus
50 % Breakthrough
Infiltration Rate
Percent Drop
( % )
90/10 ≈ 300 L 42
75/25 ≈ 400 L 74
50/50 > 460 L 71
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Phase 3 TAGRO / WTR mixes
as Alternative to BSM
Combine Phase 1 & 2 research
Balance phosphorus retention Vs. infiltration rates
Building new rain garden design
Stratified WTR Layers vs. Mixed Throughout
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Problems
TAGRO and compost leach nutrients
Nitrogen and Phosphorus
Storm Water Management Manual WWA
DOES NOT allow Bio-Solids in BSM
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6in
4in
6in
12in
60 % Sand
25 % Bio-solids
15 % Sawdust
75 % Sand
25 % WTR
50.2 % Sand
25.8 % Bio-solids
15.5 % Sawdust
8.5 % WTR
Stratified Layers Vs. WTR Mixed
Throughout
Ponding Layer Ponding Layer
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Methods Treatments run in triplicate
Influent:
Synthetic storm water
1 mg/L Nitrogen
0.3 mg/L Phosphorus
Loading Rate:
8 Liters / rain event
2 times / week
Sampling:
1st Liter & 2-8 Liter composite
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WTR Stratified or MixedO
rth
o-
P C
on
ce
ntr
ati
on
( m
g /
L )
5
10
15
20TAGRO Average Conc
BSM Average Conc
Influent Average Conc
Rain Events
1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9
WTR Stratified or MixedO
rth
o-
P C
on
ce
ntr
ati
on
( m
g /
L )
5
10
15
20TAGRO Average Conc
BSM Average Conc
Influent Average Conc
Rain Events
1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9
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Phosphorus Release
(soils.org)
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6in
4in
6in
12in
50.2 % Sand
25.8 % Bio-solids
15.5 % Sawdust
8.5 % WTR
60 % Sand
25 % Bio-solids
15 % Sawdust
75 % Sand
25 % WTR
Ponding Layer Ponding Layer
Saturated Layer Saturated Layer Anoxic
Anoxic
Phosphorus in Anoxic Conditions
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Saturated Anoxic LayerO
rth
o-P
Co
nc
en
tra
tio
n (
mg
/ L
)
5
10
15
20TAGRO Average Conc
BSM Average Conc
Influent Average Conc
Rain Events
1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9
Saturated Anoxic LayerO
rth
o-P
Co
nc
en
tra
tio
n (
mg
/ L
)
5
10
15
20TAGRO Average Conc
BSM Average Conc
Influent Average Conc
Rain Events
1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9
Anoxic Anoxic
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TAGRO Hydrologic Conductivity
Rain Events1 2 3 4 5 6 7 8 9 10 11 12
Infi
ltra
tio
n R
ate
( in
/ h
r )
2
4
6
8
10
12Stratified
WTR Mixed Throughout
Stratified Anoxic
WTR Mixed Throughout Anoxic
Acceptable Infiltration Rate
TAGRO Hydrologic Conductivity
Rain Events1 2 3 4 5 6 7 8 9 10 11 12
Infi
ltra
tio
n R
ate
( in
/ h
r )
2
4
6
8
10
12Stratified
WTR Mixed Throughout
Stratified Anoxic
WTR Mixed Throughout Anoxic
Acceptable Infiltration Rate
TAGRO Hydrologic Conductivity
Rain Events1 2 3 4 5 6 7 8 9 10 11 12
Infi
ltra
tio
n R
ate
( in
/ h
r )
2
4
6
8
10
12Stratified
WTR Mixed Throughout
Stratified Anoxic
WTR Mixed Throughout Anoxic
Acceptable Infiltration Rate
TAGRO Hydrologic Conductivity
Rain Events1 2 3 4 5 6 7 8 9 10 11 12
Infi
ltra
tio
n R
ate
( in
/ h
r )
2
4
6
8
10
12Stratified
WTR Mixed Throughout
Stratified Anoxic
WTR Mixed Throughout Anoxic
Acceptable Infiltration Rate
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Conclusion
(westseattleblog.com)
WTR may decrease phosphorus
in run-off for 3-5 years of storm
events
WTR works better in layers than
mixed throughout
WTR should remain out of
anoxic zone
TAGRO mix may be viable
alternative for BSM in tandem
with WTR
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Future Studies
Ponding Zone
Phosphorus Treatment
Nitrogen Treatment
6 in
6 in
6 in
6 in
Compost Layer
Water Baffle