H2O Wetland Patch Resource Book
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Biogas for Agriculture
2007 IGER INNOVATIONS Biogas for agriculture Phil Hobbs, Alastair Ward and Guillermo Pardo Biogas feedstock 44 Current research 44 2007 IGER INNOVATIONS Biogas for agriculture Phil Hobbs, Alastair Ward and Guillermo Pardo he production of biogas as a fuel obtained from Biogas feedstock B I the fermentation of organic wastes has undoubted O Livestock manure slurry is the main source of G A Tbenefits for the environment . These benefits include feedstock for biogas production, having a dry matter S F both reduced methane emissions from livestock content of about 5 -15% w/w, but potentially a wide O R enterprises and the production of green energy which range of organic wastes can be used as starter A G can be fed into the national electricity grid. The heat materials, ranging from fats and greases to vegetable R I C generated from biogas production can also be used wastes . Some potential sources, such as food and U L T locally for heating livestock buildings or hot water. abattoir wastes , would need to be heat -treated before U R E Biogas is about 70% methane and 30% CO 2. The use as a biogas feedstock as a biosecurity measure, actual methane producers are microbes known as however, in order to prevent any contained ‘methanogens ’. These belong to some of the oldest pathogens escaping to reinfect farm livestock via groups of organisms on the planet , known as the grazing or other crop sources. Organic wastes Archaea . They are common in wetlands, where they imported onto the farm are also a good source of are responsible for producing marsh gas , and are also nutrients for spreading on the land and can commonly found in the gut of ruminants such as significantly reduce artificial fertiliser use , both cattle, and in their faeces . -
BMP #: Constructed Wetlands
Structural BMP Criteria BMP #: Constructed Wetlands Constructed Wetlands are shallow marsh sys- tems planted with emergent vegetation that are designed to treat stormwater runoff. U.S. Fish and Wildlife Service, 2001 Key Design Elements Potential Applications z Adequate drainage area (usually 5 to 10 acres Residential Subdivision: YES minimum) Commercial: YES Ultra Urban: LIMITED Industrial: YES z Maintenance of permanent water surface Retrofit: YES Highway/Road: YES z Multiple vegetative growth zones through vary- ing depths Stormwater Functions z Robust and diverse vegetation Volume Reduction: Low z Relatively impermeable soils or engineered liner Recharge: Low Peak Rate Control: High z Sediment collection and removal Water Quality: High z Adjustable permanent pool and dewatering Pollutant Removal mechanism Total Suspended Solids: x Nutrients: x Metals: x Pathogens: x Pennsylvania Stormwater Management Manual 1 Section 5 - Structural BMPs Figure 1. Demonstration Constructed Wetlands in Arizona (http://ag.arizona.edu/AZWATER/arroyo/094wet.html) Description Constructed Wetlands are shallow marsh systems planted with emergent vegetation that are designed to treat stormwater runoff. While they are one of the best BMPs for pollutant removal, Constructed Wetlands (CWs) can also mitigate peak rates and even reduce runoff volume to a certain degree. They also can provide considerable aesthetic and wildlife benefits. CWs use a relatively large amount of space and require an adequate source of inflow to maintain the perma- nent water surface. Variations Constructed Wetlands can be designed as either an online or offline facilities. They can also be used effectively in series with other flow/sediment reducing BMPs that reduce the sediment load and equalize incoming flows to the CW. -
Comparison of Swamp Forest and Phragmites Australis
COMPARISON OF SWAMP FOREST AND PHRAGMITES AUSTRALIS COMMUNITIES AT MENTOR MARSH, MENTOR, OHIO A Thesis Presented in Partial Fulfillment of the Requirements for The Degree Master of Science in the Graduate School of the Ohio State University By Jenica Poznik, B. S. ***** The Ohio State University 2003 Master's Examination Committee: Approved by Dr. Craig Davis, Advisor Dr. Peter Curtis Dr. Jeffery Reutter School of Natural Resources ABSTRACT Two intermixed plant communities within a single wetland were studied. The plant community of Mentor Marsh changed over a period of years beginning in the late 1950’s from an ash-elm-maple swamp forest to a wetland dominated by Phragmites australis (Cav.) Trin. ex Steudel. Causes cited for the dieback of the forest include salt intrusion from a salt fill near the marsh, influence of nutrient runoff from the upland community, and initially higher water levels in the marsh. The area studied contains a mixture of swamp forest and P. australis-dominated communities. Canopy cover was examined as a factor limiting the dominance of P. australis within the marsh. It was found that canopy openness below 7% posed a limitation to the dominance of P. australis where a continuous tree canopy was present. P. australis was also shown to reduce diversity at sites were it dominated, and canopy openness did not fully explain this reduction in diversity. Canopy cover, disturbance history, and other environmental factors play a role in the community composition and diversity. Possible factors to consider in restoring the marsh are discussed. KEYWORDS: Phragmites australis, invasive species, canopy cover, Mentor Marsh ACKNOWLEDGEMENTS A project like this is only possible in a community, and more people have contributed to me than I can remember. -
Evaluation of Approaches for Mapping Tidal Wetlands of the Chesapeake and Delaware Bays
remote sensing Article Evaluation of Approaches for Mapping Tidal Wetlands of the Chesapeake and Delaware Bays Brian T. Lamb 1,2,* , Maria A. Tzortziou 1,3 and Kyle C. McDonald 1,2,4 1 Department of Earth and Atmospheric Sciences, The City College of New York, City University of New York, New York, NY 10031, USA; [email protected] (M.A.T.); [email protected] (K.C.M.) 2 Earth and Environmental Sciences Program, The Graduate Center, City University of New York, New York, NY 10016, USA 3 NASA Goddard Space Flight Center, Greenbelt, MD 20771, USA 4 Carbon Cycle and Ecosystems Group, Jet Propulsion Laboratory, California Institute of Technology, Pasadena, CA 91109, USA * Correspondence: [email protected] Received: 1 July 2019; Accepted: 3 October 2019; Published: 12 October 2019 Abstract: The spatial extent and vegetation characteristics of tidal wetlands and their change are among the biggest unknowns and largest sources of uncertainty in modeling ecosystem processes and services at the land-ocean interface. Using a combination of moderate-high spatial resolution ( 30 meters) optical and synthetic aperture radar (SAR) satellite imagery, we evaluated several ≤ approaches for mapping and characterization of wetlands of the Chesapeake and Delaware Bays. Sentinel-1A, Phased Array type L-band Synthetic Aperture Radar (PALSAR), PALSAR-2, Sentinel-2A, and Landsat 8 imagery were used to map wetlands, with an emphasis on mapping tidal marshes, inundation extents, and functional vegetation classes (persistent vs. non-persistent). We performed initial characterizations at three target wetlands study sites with distinct geomorphologies, hydrologic characteristics, and vegetation communities. -
Meadow Pond Final Report 1-28-10
Comparison of Restoration Techniques to Reduce Dominance of Phragmites australis at Meadow Pond, Hampton New Hampshire FINAL REPORT January 28, 2010 David M. Burdick1,2 Christopher R. Peter1 Gregg E. Moore1,3 Geoff Wilson4 1 - Jackson Estuarine Laboratory, University of New Hampshire, Durham, NH 03824 2 – Natural Resources and the Environment, UNH 3 – Department of Biological Sciences, UNH 4 – Northeast Wetland Restoration, Berwick ME 03901 Submitted to: New Hampshire Coastal Program New Hampshire Department of Environmental Services 50 International Drive Pease Tradeport Portsmouth, NH 03801 UNH Burdick et al. 2010 Executive Summary The northern portion of Meadow Pond Marsh remained choked with an invasive exotic variety of Phragmites australis (common reed) in 2002, despite tidal restoration in 1995. Our project goal was to implement several construction techniques to reduce the dominance of Phragmites and then examine the ecological responses of the system (as a whole as well as each experimental treatment) to inform future restoration actions at Meadow Pond. The construction treatments were: creeks, creeks and pools, sediment excavation with a large pool including native marsh plantings. Creek construction increased tides at all treatments so that more tides flooded the marsh and the highest spring tides increased to 30 cm. Soil salinity increased at all treatment areas following restoration, but also increased at control areas, so greater soil salinity could not be attributed to the treatments. Decreases in Phragmites cover were not statistically significant, but treatment areas did show significant increases in native vegetation following restoration. Fish habitat was also increased by creek and pool construction and excavation, so that pool fish density increased from 1 to 40 m-2. -
Draft Wetland Mapping Standard
FGDC Working Draft Wetland Mapping Standard FGDC Wetland Subcommittee and Wetland Mapping Standard Workgroup Submitted by: Margarete Heber Environmental Protection Agency Office of Water Date: March 26, 2007 Federal Geographic Data Committee Wetland Mapping Standard Table of Contents 1 Introduction................................................................................................................. 1 1.1 Background.......................................................................................................... 1 1.2 Objective.............................................................................................................. 1 1.3 Scope.................................................................................................................... 2 1.4 Applicability ........................................................................................................ 4 1.5 FGDC Standards and Other Related Practices..................................................... 4 1.6 Standard Development Procedures and Representation ...................................... 5 1.7 Maintenance Authority ........................................................................................ 5 2 FGDC requirements and Quality components............................................................ 6 2.1 Source Imagery .................................................................................................... 6 2.2 Classification....................................................................................................... -
NATIONAL WETLANDS INVENTORY and the NATIONAL WETLANDS RESEARCH CENTER PROJECT REPORT FOR: GALVESTON BAY INTRODUCTION the U.S. Fi
NATIONAL WETLANDS INVENTORY AND THE NATIONAL WETLANDS RESEARCH CENTER PROJECT REPORT FOR: GALVESTON BAY INTRODUCTION The U.S. Fish & Wildlife Service's National Wetlands Inventory is producing maps showing the location and classification of wetlands and deepwater habitats of the United States. The Classification of Wetlands and Deepwater Habitats of the United States by Cowardin et al. is the classification system used to define and classify wetlands. Upland classification will utilize the system put forth in., A Land Use and Land Cover Classification System For Use With Remote Sensor Data. by James R. Anderson, Ernest E. Hardy, John T. Roach, and Richard E. Witmer. Photo interpretation conventions, hydric soils-lists and wetland plants lists are also available to enhance the use and application of the classification system. The purpose of the report to users is threefold: (1) to provide localized information regarding the production of NWI maps, including field reconnaissance with a discussion of imagery and interpretation; (2) to provide a descriptive crosswalk from wetland codes on the map to common names and representative plant species; and (3) to explain local geography, climate, and wetland communities. II. FIELD RECONNAISSANCE Field reconnaissance of the work area is an integral part for the accurate interpretation of aerial photography. Photographic signatures are compared to the wetland's appearance in the field by observing vegetation, soil and topography. Thus information is weighted for seasonality and conditions existing at the time of photography and at ground truthing. Project Area The project area is located in the southeastern portion of Texas along the coast. Ground truthing covered specific quadrangles of each 1:100,000 including Houston NE, Houston SE, Houston NW, and Houston SW (See Appendix A, Locator Map). -
Appendix B Wells Harbor Ecology (Materials from the Wells NERR)
APPENDICES Appendix B Wells Harbor Ecology (materials from the Wells NERR) CHAPTER 8 Vegetation Caitlin Mullan Crain lants are primary producers that use photosynthesis ter). In this chapter, we will describe what these vegeta- to convert light energy into carbon. Plants thus form tive communities look like, special plant adaptations for Pthe base of all food webs and provide essential nutrition living in coastal habitats, and important services these to animals. In coastal “biogenic” habitats, the vegetation vegetative communities perform. We will then review also engineers the environment, and actually creates important research conducted in or affiliated with Wells the habitat on which other organisms depend. This is NERR on the various vegetative community types, giving particularly apparent in coastal marshes where the plants a unique view of what is known about coastal vegetative themselves, by trapping sediments and binding the communities of southern Maine. sediment with their roots, create the peat base and above- ground structure that defines the salt marsh. The plants OASTAL EGETATION thus function as foundation species, dominant C V organisms that modify the physical environ- Macroalgae ment and create habitat for numerous dependent Algae, commonly known as seaweeds, are a group of organisms. Other vegetation types in coastal non-vascular plants that depend on water for nutrient systems function in similar ways, particularly acquisition, physical support, and seagrass beds or dune plants. Vegetation is reproduction. Algae are therefore therefore important for numerous reasons restricted to living in environ- including transforming energy to food ments that are at least occasionally sources, increasing biodiversity, and inundated by water. -
Constructed Wetlands
VA DEQ STORMWATER DESIGN SPECIFICATION NO. 13 CONSTRUCTED WETLAND VIRGINIA DEQ STORMWATER DESIGN SPECIFICATION No. 13 CONSTRUCTED WETLANDS VERSION 1.9 March 1, 2011 SECTION 1: DESCRIPTION Constructed wetlands, sometimes called stormwater wetlands, are shallow depressions that receive stormwater inputs for water quality treatment. Wetlands are typically less than 1 foot deep (although they have greater depths at the forebay and in micropools) and possess variable microtopography to promote dense and diverse wetland cover (Figure 13.1). Runoff from each new storm displaces runoff from previous storms, and the long residence time allows multiple pollutant removal processes to operate. The wetland environment provides an ideal environment for gravitational settling, biological uptake, and microbial activity. Constructed wetlands are the final element in the roof-to-stream runoff reduction sequence. They should only be considered for use after all other upland runoff reduction opportunities have been exhausted and there is still a remaining water quality or Channel Protection Volume to manage. Version 1.9, March 1, 2011 Page 1 of 30 VA DEQ STORMWATER DESIGN SPECIFICATION NO. 13 CONSTRUCTED WETLAND SECTION 2: PERFORMANCE The overall stormwater functions of constructed wetlands are summarized in Table 13.1. Table 13.1. Summary of Stormwater Functions Provided by Constructed Wetlands Stormwater Function Level 1 Design Level 2 Design Annual Runoff Volume Reduction (RR) 0% 0% Total Phosphorus (TP) EMC 50% 75% Reduction1 by BMP Treatment Process Total Phosphorus (TP) Mass Load 50% 75% Removal 1 Total Nitrogen (TN) EMC Reduction by 25% 55% BMP Treatment Process Total Nitrogen (TN) Mass Load 25% 55% Removal Yes. -
Muck: Causes and Corrective Actions1 Mark V
FA200 A Beginner’s Guide to Water Management—Muck: Causes and Corrective Actions1 Mark V. Hoyer, Daniel E. Canfield, Jr. and Mark Brenner2 This publication was produced by: Florida LAKEWATCH 2017 UF/IFAS School of Forest Resources and Conservation / Fisheries and Aquatic Sciences 7922 NW 71st Street Gainesville, Florida 32653-3071 Phone: 352/392-4817 FAX: 352/392-3672 E-mail: [email protected] Website: http://lakewatch.ifas.ufl.edu Copies are available for download from the LAKEWATCH website: http://lakewatch.ifas.ufl.edu/data.shtml Muck from pond at Fisheries and Aquatic Sciences, Gainesville, FL. Credits: Mark Hoyer, UF/IFAS Introduction Informational Circular 112 Muck is both the popular and the scientific term for the material found on the bottom of many depressions that Florida LAKEWATCH have held water for any length of time. It is of great impor- tance to many recreational lake users because its presence UF/IFAS Fisheries and Aquatic Sciences can ruin their enjoyment of the water body. Its dark color School of Forest Resources and Conservation and “oozy” feel lead many people to believe muck could be Gainesville, Florida an indicator of a polluted system. January 2017 Another cause for people’s distaste for muck is the stink. Bacterial decomposition of the organic matter in muck 1. This document is FA200, one of a series of the School of Forest Resources and Conservation Program in Fisheries and Aquatic Sciences, UF/IFAS Extension. Original publication date February 2017. Visit the EDIS website at http://edis.ifas.ufl.edu. 2. Mark V. Hoyer, director, Florida LAKEWATCH, UF/IFAS Program in Fisheries and Aquatic Sciences of the School of Forest Resources and Conservation; Daniel E. -
Odors, Explained
OdorCap Information Sheet Unique Odors w/ Encapsulation Technology Several Distinctive Odors Explained Hydrogen sulfides Gas This is the by-product of anaerobic activity. This anaerobic activity survives very well in low oxygen levels or no oxygen levels of the sewer water or the sewer transmission lines. This is the main reason to try and remove this type of bacteria from the sewer lines being in the water or the line. These levels can even become dangerous to personnel working and living around the area. Low levels Hydrogen sulfide has a very strong odor and can be smelled at levels as low as 0.005 - 0.02 parts per million (ppm). Higher levels may cause an offensive, rotten-egg odor, and can irritate eyes, nose, and throat. The lungs and nasal passages may also become inflamed. Eyes may become sore and watery. Your throat may itch, and you may start to cough. Long-term health effects of low-level hydrogen sulfide exposure are unknown. High levels At levels above 100 ppm, hydrogen sulfide is very dangerous. The gas loses its odor by overpowering the sense of smell and begins to affect the whole body. At 250 ppm, a person my quickly lose consciousness. They may experience powerful stinging of the eyes, throat, and suffer from severe lung inflammation. At 500 ppm and higher, people can have convulsions, respiratory arrest, and heart failure. High exposure levels may also cause permanent brain damage. According to the National Institute for Occupational Safety and Health (NIOSH), hydrogen sulfide is a leading cause of sudden death from workplace chemical exposure. -
Appendix a Basics of Landfill
APPENDIX A BASICS OF LANDFILL GAS Basics of Landfill Gas (Methane, Carbon Dioxide, Hydrogen Sulfide and Sulfides) Landfill gas is produced through bacterial decomposition, volatilization and chemical reactions. Most landfill gas is produced by bacterial decomposition that occurs when organic waste solids, food (i.e. meats, vegetables), garden waste (i.e. leaf and yardwaste), wood and paper products, are broken down by bacteria naturally present in the waste and in soils. Volatilization generates landfill gas when certain wastes change from a liquid or solid into a vapor. Chemical reactions occur when different waste materials are mixed together during disposal operations. Additionally, moisture plays a large roll in the speed of decomposition. Generally, the more moisture, the more landfill gas is generated, both during the aerobic and anaerobic conditions. Landfill Gas Production and Composition: In general, during anaerobic conditions, the composition of landfill gas is approximately 50 percent methane and 50 percent carbon dioxide with trace amounts (<1 percent) of nitrogen, oxygen, hydrogen sulfide, hydrogen, and nonmethane organic compounds (NMOCs). The more organic waste and moisture present in a landfill, the more landfill gas is produced by the bacteria during decomposition. The more chemicals disposed in a landfill, the more likely volatile organic compounds and other gasses will be produced. The Four Phases of Bacterial Decomposition: “Bacteria decompose landfill waste in four phases. The composition of the gas produced changes with each of the four phases of decomposition. Landfills often accept waste over a 20-to 30-year period, so waste in a landfill may be undergoing several phases of decomposition at once.