Title: Wastewater Treatment Wetlands: Ecology and Design
1Wastewater Treatment Wetlands Ecology and Design
- David Tilley
- Department of Environmental Science Technology
- University of Maryland, College Park
- www.enst.umd.edu/tilley
- dtilley_at_umd.edu
2Educational Objectives
- What do they look like?
- What are their functions?
- How well do they perform?
- How are they designed?
3Agriculture
Tidal Freshwater Wetlands
Swamp
Marsh
Nanticoke River, Delmarva Peninsula
4Swamp
High Marsh
Low Marsh
5Tidal Freshwater Marsh, Nanticoke River (Md)
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7Radiometric Measurements of Reflectance
(Nanticoke)
8Tidal Fresh Marsh Mid-Autumn
9Treatment Wetland Definition
US EPA Engineered or constructed wetlands that
utilize natural processes involving vegetation,
soils, and microbial assemblages to assist in
treating an effluent or other water source. (EPA
843-B-00-003)
10Treatment Functions
- Nutrients Transform and sequester
- Suspended Solids Sequester as sediment
- Toxins (e.g. chlorinated organics, pesticides)
anaerobic decomposition - Heavy Metals Adsorb to organic matter,
sequestered
11Ecological Economic Functions
- Provide Wildlife Habitat
- Fish
- Birds
- Mammals
- Buffer natural water bodies from
- Flood pulses
- Pollution
- Eco-Tourism
- Low Cost Treatment Alternative
- Produce Wood for Harvest
12Home to Endangered Species
Wetlands Mitsch and Gosselink (2000)
13Wetland Effect on Flooding
Wetlands Mitsch and Gosselink (2000)
14Port Aransas Waste-Water Treatment Facility
Birding Center
15Activated Sludge
16Port Aransas Birding Center
17Boardwalk and Bird Viewing Platform
18WasteWater Treatment Plant
19BirdWatching
20UM Dairy Farm Treatment Wetlands
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22Surface Flow Treatment Wetland
Milking parlor effluent, barn washwater
Wetland Cells
Solids Separator
2
4
Storage Tank
to vegetated filter strip
Treatment Lagoons
1
3
Crop irrigation
Loading 75 gal/cell/day
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24Sub-Surface Flow Treatment Wetland
Distribution System
Septic Tank
Collection System
Impervious Bottom
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27Anaerobic Zone Ecological Wealth Below
Water
Oxidized Soil
Depth
Reduced Soil
Redox Potential Oxygen
Mn4 Fe Sulfide
28Arrowhead
Reed
Bulrush
Cat-tail
ArrowArum
29Shrimp Farm Wetland Natural
RecirculatingFilter
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36Roseate Spoonbills
37Spatial Analysis of Water Quality
38Average total dissolved solids concentrations
(ppt) (with 95 confidence intervals) versus
wetland area (m2) for recirculation and harvest
periods
Vegetated area
39Average pH (with 95 confidence intervals) versus
wetland area (m2) for recirculation and harvest
periods
40Average dissolved oxygen concentrations (mg/l)
(with 95 confidence intervals) versus wetland
area (m2) for recirculation and harvest periods
41Logarithmic plot for average total ammonia
concentrations (mg/l) (with 95 confidence
intervals) versus wetland area (m2) for
recirculation and harvest periods
42Average nitrate concentrations (mg/l) (with 95
confidence intervals) versus wetland area (m2)
for recirculation and harvest periods
43Logarithmic plot for average total phosphorus
concentrations (mg/l) (with 95 confidence
intervals) versus wetland area (m2) for
recirculation and harvest periods
44Logarithmic plot of average Total Suspended
Solids concentrations (mg/l) (with 95 confidence
intervals) versus wetland area (m2) for
recirculation and harvest periods
45Average Volatile Suspended Solids concentrations
(mg/l) (with 95 confidence intervals) versus
wetland area (m2) for recirculation and harvest
periods
46Logarithmic plot of average Inorganic Suspended
Solids concentrations (mg/l) (with 95 confidence
intervals) versus wetland area (m2) for
recirculation and harvest periods
47Average Chemical-Biological Oxygen Demand
concentrations (mg/l) (with 95 confidence
intervals) versus wetland area (m2) for
recirculation and harvest periods
48Dissolved Oxygen
Treatment Wetland
Shrimp Ponds
49Anaerobic Degradation of ToxinsBrominated-organi
cs (flame retardants)
Environ. Sci. Technol. 2002
50Abstract
Environ. Sci. Technol. 2002
51Dynamic Simulation of the Water Budget for a
Constructed Wetland
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56Hydraulic Loading Rate
HLR VOLUME FLOW per TIME per AREA HLR Flow
Rate/Wetland Area HLR Depth per Day Typical
Values for Wastewater Treatment -- 0.5 to 7
cm / day
57Hydraulic Detention
- Design for Detention Time (t)
- t (Wetland Volume) / (Inflow Volume)
- Typical Values5 to 14 days
58Chemical Uptake
- Design for Nutrient Removal
Ci
Co
59Nitrate Removal Rate
60Cropland Treatment Wetland Designs
61Urban Stormwater Wetland Sizing based on Storm
Flow
62Sizing contd
63Sizing contd
64Sizing contd
65Wetland Construction Costs
66Water Clean-up Wetlands v. Chemicals
(200 Million Gallons per Day)
67The End