What Is Sediment Pollution?
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Proposed 2021-2022 Ice Fishing Contests
Proposed 2021-2022 Ice Fishing Contests Region Contest Name Dates & Waterbody Species of Fish Contest ALS # Contact Telephone Hours Sponsor Person 1 23rd Annual Teena Feb. 12, Lake Mary Yellow Perch, Treasure State 01/01/1500 Chancy 406-314- Frank Family Derby 2022 6am- Ronan Kokanee Angler Circuit -3139 Jeschke 8024 1pm Salmon 1 50th Annual Jan. 8, 2022 Smith Lake Yellow Perch, Sunriser Lions 01/01/1500 Warren Illi 406-890- Sunriser Lions 7am-1pm Northern Pike, Club of Kalispell -323 0205 Family Fishing Sucker Derby 1 Bull Lake Ice Feb. 19-20, Bull Lake Nothern Pike Halfway House 01/01/1500 Dave Cooper 406-295- Fishing Derby 2022 6am- Bar & Grill -3061 4358 10pm 1 Canyon Kid Feb. 26, Lion Lake Trout, Perch Canyon Kids 01/01/1500 Rhonda 406-261- Christmas Lion 2022 10am- Christmas -326 Tallman 1219 Lake Fishing Derby 2pm 1 Fisher River Valley Jan. 29-30, Upper, Salmon, Yellow Fisher River 01/01/1500 Chelsea Kraft 406-291- Fire Rescue Winter 2022 7am- Middle, Perch, Rainbow Valley Fire -324 2870 Ice Fishing Derby 5pm Lower Trout, Northern Rescue Auxilary Thompson Pike Lakes, Crystal Lake, Loon Lake 1 The Lodge at Feb. 26-27, McGregor Rainbow Trout, The Lodge at 01/01/1500 Brandy Kiefer 406-858- McGregor Lake 2022 6am- Lake Lake Trout McGregor Lake -322 2253 Fishing Derby 4pm 1 Perch Assault #2- Jan. 22, 2022 Smith Lake Yellow Perch, Treasure State 01/01/1500 Chancy 406-314- Smith Lake 8am-2pm Nothern Pike Angler Circuit -3139 Jeschke 8024 1 Perch Assault- Feb. -
Effects of Ice Formation on Hydrology and Water Quality in the Lower Bradley River, Alaska Implications for Salmon Incubation Habitat
ruses science for a changing world Prepared in cooperation with the Alaska Energy Authority u Effects of Ice Formation on Hydrology and Water Quality in the Lower Bradley River, Alaska Implications for Salmon Incubation Habitat Water-Resources Investigations Report 98-4191 U.S. Department of the Interior U.S. Geological Survey Cover photograph: Ice pedestals at Bradley River near Tidewater transect, February 28, 1995. Effects of Ice Formation on Hydrology and Water Quality in the Lower Bradley River, Alaska Implications for Salmon Incubation Habitat by Ronald L. Rickman U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 98-4191 Prepared in cooperation with the ALASKA ENERGY AUTHORITY Anchorage, Alaska 1998 U.S. DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY Thomas J. Casadevall, Acting Director Use of trade names in this report is for identification purposes only and does not constitute endorsement by the U.S. Geological Survey. For additional information: Copies of this report may be purchased from: District Chief U.S. Geological Survey U.S. Geological Survey Branch of Information Services 4230 University Drive, Suite 201 Box 25286 Anchorage, AK 99508-4664 Denver, CO 80225-0286 http://www-water-ak.usgs.gov CONTENTS Abstract ................................................................. 1 Introduction ............................................................... 1 Location of Study Area.................................................. 1 Bradley Lake Hydroelectric Project ....................................... -
Sewage Sludge Program Description
TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM CHAPTER 5 SEWAGE SLUDGE MANAGEMENT PROGRAM DESCRIPTION A. INTRODUCTION Sewage sludge (including domestic septage) use and disposal is regulated in Texas in accordance with the requirements of Title 30 Texas Administrative Code (TAC) Chapter 312. The rules were promulgated under the Texas Water Code, Chapter 5.103 and the Texas Solid Waste Disposal Act (the Act), Texas Health and Safety Code, §§361.011 and 361.024. Title 30 TAC Chapter 312 contain requirements for the use and disposal of sewage sludge which are equivalent to 40 Code Federal Regulations (CFR) Part 503 standards. The 30 TAC Chapter 312 regulations contain requirements equivalent to 40 CFR Parts 122, 123, 501 and 503. Sewage sludge use and disposal requirements will be incorporated into TPDES municipal and industrial facilities as described in Chapter 3. Sludge only permits (facilities that do not discharge to waters of the U.S.) are required to obtain permits from the TNRCC. Sludge only permits include, but are not limited to, any person who changes the quality of a sewage sludge which is ultimately regulated under 30 TAC Chapter 312 and Part 503 (e.g., sewage sludge blenders, stabilization, heat treatment, and digestion), surface disposal site owners/operators, and sewage sludge incinerator owners/operators and domestic septage processing. B. SLUDGE AND TRANSPORTER REVIEW TEAM The Sludge and Transporter Review Team located in the Wastewater Permits Section of the Water Quality Division is responsible for the administrative and technical processing of sewage sludge/domestic septage beneficial use registrations and sewage sludge only permits for facilities treating domestic sewage (primarily facilities as defined in 40 CFR §122.44). -
Sediment Transport in the San Francisco Bay Coastal System: an Overview
Marine Geology 345 (2013) 3–17 Contents lists available at ScienceDirect Marine Geology journal homepage: www.elsevier.com/locate/margeo Sediment transport in the San Francisco Bay Coastal System: An overview Patrick L. Barnard a,⁎, David H. Schoellhamer b,c, Bruce E. Jaffe a, Lester J. McKee d a U.S. Geological Survey, Pacific Coastal and Marine Science Center, Santa Cruz, CA, USA b U.S. Geological Survey, California Water Science Center, Sacramento, CA, USA c University of California, Davis, USA d San Francisco Estuary Institute, Richmond, CA, USA article info abstract Article history: The papers in this special issue feature state-of-the-art approaches to understanding the physical processes Received 29 March 2012 related to sediment transport and geomorphology of complex coastal–estuarine systems. Here we focus on Received in revised form 9 April 2013 the San Francisco Bay Coastal System, extending from the lower San Joaquin–Sacramento Delta, through the Accepted 13 April 2013 Bay, and along the adjacent outer Pacific Coast. San Francisco Bay is an urbanized estuary that is impacted by Available online 20 April 2013 numerous anthropogenic activities common to many large estuaries, including a mining legacy, channel dredging, aggregate mining, reservoirs, freshwater diversion, watershed modifications, urban run-off, ship traffic, exotic Keywords: sediment transport species introductions, land reclamation, and wetland restoration. The Golden Gate strait is the sole inlet 9 3 estuaries connecting the Bay to the Pacific Ocean, and serves as the conduit for a tidal flow of ~8 × 10 m /day, in addition circulation to the transport of mud, sand, biogenic material, nutrients, and pollutants. -
Volatile Organic Compounds (Vocs)
VOLATILE ORGANIC COMPOUNDS Volatile organic compounds (VOCs) What are VOCs? Sources of VOCs These volatile carbon-containing compounds quickly Man-made VOCs are typically petroleum-based and evaporate into the atmosphere once emitted. While are a major component of gasoline. In this situation, coming from certain solids or liquids, VOCs are VOCs are emitted through gasoline vaporization released as gases. and vehicle exhaust. Burning fuel, such as gasoline, wood, coal, or natural gas, also releases VOCs. VOCs Why are VOCs of concern? are used in solvents and can be found in paints, VOCs are a source of indoor and outdoor pollution. paint thinners, lacquer thinners, moth repellents, air fresheners, wood preservatives, degreasers, dry As an indoor pollution, VOCs may be referred to as cleaning fluids, cleaning solutions, adhesives, inks, volatile organic chemicals. Indoors, VOCs evaporate and some, but not all, pesticides. Major sources under normal indoor atmospheric conditions with of VOCs and NOx involve emissions from industrial respect to temperature and pressure. facilities and electric utilities, motor vehicle exhaust, As an outdoor pollutant, VOCs are of concern due gasoline vapors, and chemical solvents. Pesticides to their reaction with nitrogen oxide (NOx) in the containing solvents typically release high rates of presence of sunlight. The reaction forms ground-level VOCs. The active ingredient in certain pesticides may ozone (O3) – the main component of smog. If levels are contain VOCs, as well. Solid formulations release the high enough, this ground-level ozone can be harmful to lowest amount. human health and vegetation, including crops. In nature, VOCs can originate from fossil fuel deposits, such as oil sands, and can be emitted from volcanoes, vegetation and bacteria. -
“Mining” Water Ice on Mars an Assessment of ISRU Options in Support of Future Human Missions
National Aeronautics and Space Administration “Mining” Water Ice on Mars An Assessment of ISRU Options in Support of Future Human Missions Stephen Hoffman, Alida Andrews, Kevin Watts July 2016 Agenda • Introduction • What kind of water ice are we talking about • Options for accessing the water ice • Drilling Options • “Mining” Options • EMC scenario and requirements • Recommendations and future work Acknowledgement • The authors of this report learned much during the process of researching the technologies and operations associated with drilling into icy deposits and extract water from those deposits. We would like to acknowledge the support and advice provided by the following individuals and their organizations: – Brian Glass, PhD, NASA Ames Research Center – Robert Haehnel, PhD, U.S. Army Corps of Engineers/Cold Regions Research and Engineering Laboratory – Patrick Haggerty, National Science Foundation/Geosciences/Polar Programs – Jennifer Mercer, PhD, National Science Foundation/Geosciences/Polar Programs – Frank Rack, PhD, University of Nebraska-Lincoln – Jason Weale, U.S. Army Corps of Engineers/Cold Regions Research and Engineering Laboratory Mining Water Ice on Mars INTRODUCTION Background • Addendum to M-WIP study, addressing one of the areas not fully covered in this report: accessing and mining water ice if it is present in certain glacier-like forms – The M-WIP report is available at http://mepag.nasa.gov/reports.cfm • The First Landing Site/Exploration Zone Workshop for Human Missions to Mars (October 2015) set the target -
Progressive and Regressive Soil Evolution Phases in the Anthropocene
Progressive and regressive soil evolution phases in the Anthropocene Manon Bajard, Jérôme Poulenard, Pierre Sabatier, Anne-Lise Develle, Charline Giguet- Covex, Jeremy Jacob, Christian Crouzet, Fernand David, Cécile Pignol, Fabien Arnaud Highlights • Lake sediment archives are used to reconstruct past soil evolution. • Erosion is quantified and the sediment geochemistry is compared to current soils. • We observed phases of greater erosion rates than soil formation rates. • These negative soil balance phases are defined as regressive pedogenesis phases. • During the Middle Ages, the erosion of increasingly deep horizons rejuvenated pedogenesis. Abstract Soils have a substantial role in the environment because they provide several ecosystem services such as food supply or carbon storage. Agricultural practices can modify soil properties and soil evolution processes, hence threatening these services. These modifications are poorly studied, and the resilience/adaptation times of soils to disruptions are unknown. Here, we study the evolution of pedogenetic processes and soil evolution phases (progressive or regressive) in response to human-induced erosion from a 4000-year lake sediment sequence (Lake La Thuile, French Alps). Erosion in this small lake catchment in the montane area is quantified from the terrigenous sediments that were trapped in the lake and compared to the soil formation rate. To access this quantification, soil processes evolution are deciphered from soil and sediment geochemistry comparison. Over the last 4000 years, first impacts on soils are recorded at approximately 1600 yr cal. BP, with the erosion of surface horizons exceeding 10 t·km− 2·yr− 1. Increasingly deep horizons were eroded with erosion accentuation during the Higher Middle Ages (1400–850 yr cal. -
Systems Approach to Management of Water Resources—Toward Performance Based Water Resources Engineering
water Article Systems Approach to Management of Water Resources—Toward Performance Based Water Resources Engineering Slobodan P. Simonovic Department of Civil and Environmental Engineering, The University of Western Ontario, London, ON N6A 5B9, Canada; [email protected]; Tel.: +1-519-661-4075 Received: 29 March 2020; Accepted: 20 April 2020; Published: 24 April 2020 Abstract: Global change, that results from population growth, global warming and land use change (especially rapid urbanization), is directly affecting the complexity of water resources management problems and the uncertainty to which they are exposed. Both, the complexity and the uncertainty, are the result of dynamic interactions between multiple system elements within three major systems: (i) the physical environment; (ii) the social environment; and (iii) the constructed infrastructure environment including pipes, roads, bridges, buildings, and other components. Recent trends in dealing with complex water resources systems include consideration of the whole region being affected, explicit incorporation of all costs and benefits, development of a large number of alternative solutions, and the active (early) involvement of all stakeholders in the decision-making. Systems approaches based on simulation, optimization, and multi-objective analyses, in deterministic, stochastic and fuzzy forms, have demonstrated in the last half of last century, a great success in supporting effective water resources management. This paper explores the future opportunities that will utilize advancements in systems theory that might transform management of water resources on a broader scale. The paper presents performance-based water resources engineering as a methodological framework to extend the role of the systems approach in improved sustainable water resources management under changing conditions (with special consideration given to rapid climate destabilization). -
Sediment and Sedimentary Rocks
Sediment and sedimentary rocks • Sediment • From sediments to sedimentary rocks (transportation, deposition, preservation and lithification) • Types of sedimentary rocks (clastic, chemical and organic) • Sedimentary structures (bedding, cross-bedding, graded bedding, mud cracks, ripple marks) • Interpretation of sedimentary rocks Sediment • Sediment - loose, solid particles originating from: – Weathering and erosion of pre- existing rocks – Chemical precipitation from solution, including secretion by organisms in water Relationship to Earth’s Systems • Atmosphere – Most sediments produced by weathering in air – Sand and dust transported by wind • Hydrosphere – Water is a primary agent in sediment production, transportation, deposition, cementation, and formation of sedimentary rocks • Biosphere – Oil , the product of partial decay of organic materials , is found in sedimentary rocks Sediment • Classified by particle size – Boulder - >256 mm – Cobble - 64 to 256 mm – Pebble - 2 to 64 mm – Sand - 1/16 to 2 mm – Silt - 1/256 to 1/16 mm – Clay - <1/256 mm From Sediment to Sedimentary Rock • Transportation – Movement of sediment away from its source, typically by water, wind, or ice – Rounding of particles occurs due to abrasion during transport – Sorting occurs as sediment is separated according to grain size by transport agents, especially running water – Sediment size decreases with increased transport distance From Sediment to Sedimentary Rock • Deposition – Settling and coming to rest of transported material – Accumulation of chemical -
Descriptions of Common Sedimentary Environments
Descriptions of Common Sedimentary Environments River systems: . Alluvial Fan: a pile of sediment at the base of mountains shaped like a fan. When a stream comes out of the mountains onto the flat plain, it drops its sediment load. The sediment ranges from fine to very coarse angular sediment, including boulders. Alluvial fans are often built by flash floods. River Channel: where the river flows. The channel moves sideways over time. Typical sediments include sand, gravel and cobbles. Particles are typically rounded and sorted. The sediment shows signs of current, such as ripple marks. Flood Plain: where the river overflows periodically. When the river overflows, its velocity decreases rapidly. This means that the coarsest sediment (usually sand) is deposited next to the river, and the finer sediment (silt and clay) is deposited in thin layers farther from the river. Delta: where a stream enters a standing body of water (ocean, bay or lake). As the velocity of the river drops, it dumps its sediment. Over time, the deposits build further and further into the standing body of water. Deltas are complex environments with channels of coarser sediment, floodplain areas of finer sediment, and swamps with very fine sediment and organic deposits (coal) Lake: fresh or alkaline water. Lakes tend to be quiet water environments (except very large lakes like the Great Lakes, which have shorelines much like ocean beaches). Alkaline lakes that seasonally dry up leave evaporite deposits. Most lakes leave clay and silt deposits. Beach, barrier bar: near-shore or shoreline deposits. Beaches are active water environments, and so tend to have coarser sediment (sand, gravel and cobbles). -
The Modelling of Freezing Process in Saturated Soil Based on the Thermal-Hydro-Mechanical Multi-Physics Field Coupling Theory
water Article The Modelling of Freezing Process in Saturated Soil Based on the Thermal-Hydro-Mechanical Multi-Physics Field Coupling Theory Dawei Lei 1,2, Yugui Yang 1,2,* , Chengzheng Cai 1,2, Yong Chen 3 and Songhe Wang 4 1 State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221008, China; [email protected] (D.L.); [email protected] (C.C.) 2 School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China 3 State Key Laboratory of Coal Resource and Safe Mining, China University of Mining and Technology, Xuzhou 221116, China; [email protected] 4 Institute of Geotechnical Engineering, Xi’an University of Technology, Xi’an 710048, China; [email protected] * Correspondence: [email protected] Received: 2 September 2020; Accepted: 22 September 2020; Published: 25 September 2020 Abstract: The freezing process of saturated soil is studied under the condition of water replenishment. The process of soil freezing was simulated based on the theory of the energy and mass conservation equations and the equation of mechanical equilibrium. The accuracy of the model was verified by comparison with the experimental results of soil freezing. One-side freezing of a saturated 10-cm-high soil column in an open system with different parameters was simulated, and the effects of the initial void ratio, hydraulic conductivity, and thermal conductivity of soil particles on soil frost heave, freezing depth, and ice lenses distribution during soil freezing were explored. During the freezing process, water migrates from the warm end to the frozen fringe under the actions of the temperature gradient and pore pressure. -
Chapter 7 Seasonal Snow Cover, Ice and Permafrost
I Chapter 7 Seasonal snow cover, ice and permafrost Co-Chairmen: R.B. Street, Canada P.I. Melnikov, USSR Expert contributors: D. Riseborough (Canada); O. Anisimov (USSR); Cheng Guodong (China); V.J. Lunardini (USA); M. Gavrilova (USSR); E.A. Köster (The Netherlands); R.M. Koerner (Canada); M.F. Meier (USA); M. Smith (Canada); H. Baker (Canada); N.A. Grave (USSR); CM. Clapperton (UK); M. Brugman (Canada); S.M. Hodge (USA); L. Menchaca (Mexico); A.S. Judge (Canada); P.G. Quilty (Australia); R.Hansson (Norway); J.A. Heginbottom (Canada); H. Keys (New Zealand); D.A. Etkin (Canada); F.E. Nelson (USA); D.M. Barnett (Canada); B. Fitzharris (New Zealand); I.M. Whillans (USA); A.A. Velichko (USSR); R. Haugen (USA); F. Sayles (USA); Contents 1 Introduction 7-1 2 Environmental impacts 7-2 2.1 Seasonal snow cover 7-2 2.2 Ice sheets and glaciers 7-4 2.3 Permafrost 7-7 2.3.1 Nature, extent and stability of permafrost 7-7 2.3.2 Responses of permafrost to climatic changes 7-10 2.3.2.1 Changes in permafrost distribution 7-12 2.3.2.2 Implications of permafrost degradation 7-14 2.3.3 Gas hydrates and methane 7-15 2.4 Seasonally frozen ground 7-16 3 Socioeconomic consequences 7-16 3.1 Seasonal snow cover 7-16 3.2 Glaciers and ice sheets 7-17 3.3 Permafrost 7-18 3.4 Seasonally frozen ground 7-22 4 Future deliberations 7-22 Tables Table 7.1 Relative extent of terrestrial areas of seasonal snow cover, ice and permafrost (after Washburn, 1980a and Rott, 1983) 7-2 Table 7.2 Characteristics of the Greenland and Antarctic ice sheets (based on Oerlemans and van der Veen, 1984) 7-5 Table 7.3 Effect of terrestrial ice sheets on sea-level, adapted from Workshop on Glaciers, Ice Sheets and Sea Level: Effect of a COylnduced Climatic Change.