Estimates of Freshwater Discharge from Continents: Latitudinal and Seasonal Variations
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Exhibit Specimen List FLORIDA SUBMERGED the Cretaceous, Paleocene, and Eocene (145 to 34 Million Years Ago) PARADISE ISLAND
Exhibit Specimen List FLORIDA SUBMERGED The Cretaceous, Paleocene, and Eocene (145 to 34 million years ago) FLORIDA FORMATIONS Avon Park Formation, Dolostone from Eocene time; Citrus County, Florida; with echinoid sand dollar fossil (Periarchus lyelli); specimen from Florida Geological Survey Avon Park Formation, Limestone from Eocene time; Citrus County, Florida; with organic layers containing seagrass remains from formation in shallow marine environment; specimen from Florida Geological Survey Ocala Limestone (Upper), Limestone from Eocene time; Jackson County, Florida; with foraminifera; specimen from Florida Geological Survey Ocala Limestone (Lower), Limestone from Eocene time; Citrus County, Florida; specimens from Tanner Collection OTHER Anhydrite, Evaporite from early Cenozoic time; Unknown location, Florida; from subsurface core, showing evaporite sequence, older than Avon Park Formation; specimen from Florida Geological Survey FOSSILS Tethyan Gastropod Fossil, (Velates floridanus); In Ocala Limestone from Eocene time; Barge Canal spoil island, Levy County, Florida; specimen from Tanner Collection Echinoid Sea Biscuit Fossils, (Eupatagus antillarum); In Ocala Limestone from Eocene time; Barge Canal spoil island, Levy County, Florida; specimens from Tanner Collection Echinoid Sea Biscuit Fossils, (Eupatagus antillarum); In Ocala Limestone from Eocene time; Mouth of Withlacoochee River, Levy County, Florida; specimens from John Sacha Collection PARADISE ISLAND The Oligocene (34 to 23 million years ago) FLORIDA FORMATIONS Suwannee -
Class 14: Basic Hydrograph Analysis Class 14: Hydrograph Analysis
Engineering Hydrology Class 14: Basic Hydrograph Analysis Class 14: Hydrograph Analysis Learning Topics and Goals: Objectives 1. Explain how hydrographs relate to hyetographs Hydrograph 2. Create DRO (direct runoff) hydrographs by separating baseflow Description 3. Relate runoff volume to watershed area and create UH (next time) Unit Hydrographs Separating Baseflow DRO Hydrographs Ocean Class 14: Hydrograph Analysis Learning Gross rainfall = depression storage + Objectives evaporation + infiltration Hydrograph + surface runoff Description Unit Hydrographs Separating Baseflow Rainfall excess = (gross rainfall – abstractions) DRO = Direct Runoff = DRO Hydrographs = net rainfall with the primary abstraction being infiltration (i.e., assuming depression storage is small and evaporation can be neglected) Class 14: Hydrograph Hydrograph Defined Analysis Learning • a hydrograph is a plot of the Objectives variation of discharge with Hydrograph Description respect to time (it can also be Unit the variation of stage or other Hydrographs water property with respect to Separating time) Baseflow DRO • determining the amount of Hydrographs infiltration versus the amount of runoff is critical for hydrograph interpretation Class 14: Hydrograph Meteorological Factors Analysis Learning • Rainfall intensity and pattern Objectives • Areal distribution of rainfall Hydrograph • Size and duration of the storm event Description Unit Physiographic Factors Hydrographs Separating • Size and shape of the drainage area Baseflow • Slope of the land surface and channel -
River Dynamics 101 - Fact Sheet River Management Program Vermont Agency of Natural Resources
River Dynamics 101 - Fact Sheet River Management Program Vermont Agency of Natural Resources Overview In the discussion of river, or fluvial systems, and the strategies that may be used in the management of fluvial systems, it is important to have a basic understanding of the fundamental principals of how river systems work. This fact sheet will illustrate how sediment moves in the river, and the general response of the fluvial system when changes are imposed on or occur in the watershed, river channel, and the sediment supply. The Working River The complex river network that is an integral component of Vermont’s landscape is created as water flows from higher to lower elevations. There is an inherent supply of potential energy in the river systems created by the change in elevation between the beginning and ending points of the river or within any discrete stream reach. This potential energy is expressed in a variety of ways as the river moves through and shapes the landscape, developing a complex fluvial network, with a variety of channel and valley forms and associated aquatic and riparian habitats. Excess energy is dissipated in many ways: contact with vegetation along the banks, in turbulence at steps and riffles in the river profiles, in erosion at meander bends, in irregularities, or roughness of the channel bed and banks, and in sediment, ice and debris transport (Kondolf, 2002). Sediment Production, Transport, and Storage in the Working River Sediment production is influenced by many factors, including soil type, vegetation type and coverage, land use, climate, and weathering/erosion rates. -
Real-Time Stream Flow Gages in Montana
REAL-TIME STREAM FLOW GAGES IN MONTANA Montana is home to over 264 real-time stream lows and improve water management practices. It gages located throughout the state. These gages can drive the understanding for other sciences and and their networks assist in delivering water data to helps inform citizens on how we can prepare for scientists and the public. While Montana’s demand changes in our water supply. It is imperative to for water continues to grow, water availability maintain as many gages as possible to preserve varies from year-to-year and can change these historical records for current and future dramatically in any given year. Managing supply and generations. demand challenges is an ongoing feature of life. REAL-TIME GAGES Accurate, near real-time, publicly accessible information on stream flows assists both day to day A real-time stream gage is used to report stream decision making and long-term planning, as well as flow (discharge) in cubic feet per second. These emergency planning and notification. This gages measure the stage (height) of the river in feet, information is generated in Montana by multiple and water temperature along with other networks of real-time stream gages operated by the environmental data. U.S. Geological Survey (USGS), the Department of Natural Resources and Conservation (DNRC), and some tribes. Within each network, the operation and maintenance of gages are financially supported by different sources including federal, state, tribal, local, and private funds. Some of the gages are funded by multiple agencies and organizations. The recorded data are essential to make informed water management decisions across the state. -
Chapter 5 Streamflow Data
Part 630 Hydrology National Engineering Handbook Chapter 5 Streamflow Data (210–VI–NEH, Amend. 76, November 2015) Chapter 5 Streamflow Data Part 630 National Engineering Handbook Issued November 2015 The U.S. Department of Agriculture (USDA) prohibits discrimination against its customers, em- ployees, and applicants for employment on the bases of race, color, national origin, age, disabil- ity, sex, gender identity, religion, reprisal, and where applicable, political beliefs, marital status, familial or parental status, sexual orientation, or all or part of an individual’s income is derived from any public assistance program, or protected genetic information in employment or in any program or activity conducted or funded by the Department. (Not all prohibited bases will apply to all programs and/or employment activities.) If you wish to file a Civil Rights program complaint of discrimination, complete the USDA Pro- gram Discrimination Complaint Form (PDF), found online at http://www.ascr.usda.gov/com- plaint_filing_cust.html, or at any USDA office, or call (866) 632-9992 to request the form. You may also write a letter containing all of the information requested in the form. Send your completed complaint form or letter to us by mail at U.S. Department of Agriculture, Director, Office of Adju- dication, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410, by fax (202) 690-7442 or email at [email protected] Individuals who are deaf, hard of hearing or have speech disabilities and you wish to file either an EEO or program complaint please contact USDA through the Federal Relay Service at (800) 877- 8339 or (800) 845-6136 (in Spanish). -
Classifying Rivers - Three Stages of River Development
Classifying Rivers - Three Stages of River Development River Characteristics - Sediment Transport - River Velocity - Terminology The illustrations below represent the 3 general classifications into which rivers are placed according to specific characteristics. These categories are: Youthful, Mature and Old Age. A Rejuvenated River, one with a gradient that is raised by the earth's movement, can be an old age river that returns to a Youthful State, and which repeats the cycle of stages once again. A brief overview of each stage of river development begins after the images. A list of pertinent vocabulary appears at the bottom of this document. You may wish to consult it so that you will be aware of terminology used in the descriptive text that follows. Characteristics found in the 3 Stages of River Development: L. Immoor 2006 Geoteach.com 1 Youthful River: Perhaps the most dynamic of all rivers is a Youthful River. Rafters seeking an exciting ride will surely gravitate towards a young river for their recreational thrills. Characteristically youthful rivers are found at higher elevations, in mountainous areas, where the slope of the land is steeper. Water that flows over such a landscape will flow very fast. Youthful rivers can be a tributary of a larger and older river, hundreds of miles away and, in fact, they may be close to the headwaters (the beginning) of that larger river. Upon observation of a Youthful River, here is what one might see: 1. The river flowing down a steep gradient (slope). 2. The channel is deeper than it is wide and V-shaped due to downcutting rather than lateral (side-to-side) erosion. -
EPA's Fish and Shellfish Program Newsletter
Fish and Shellfish Program NEWSLETTER March 2018 This issue of the Fish and Shellfish Program Newsletter generally focuses on the Pacific EPA 823-N-18-003 Northwest. In This Issue Recent Advisory News Recent Advisory News ............... 1 Liberty Bay Commercial Shellfish Beds Open EPA News ................................. 2 for First Time in Decades Other News .............................. 4 On September 14, 2017, improved water quality prompted Washington health officials to Recently Awarded Research .... 13 open 760 acres of commercial shellfish beds in Liberty Bay near Poulsbo in Kitsap County. Recent Publications ............... 15 In an effort to address water quality issues that have plagued Liberty Bay for decades, Upcoming Meetings Kitsap County officials teamed up with stakeholders to apply progressive pollution and Conferences .................... 17 identification and correction strategies. The result is improved marine water quality that meets the strict standards for harvesting shellfish. Clean Water Kitsap (a partnership of Kitsap County, the Kitsap Public Health District, the Kitsap County Conservation District, and the Washington State University Extension), the Suquamish Tribe, the City of Poulsbo, and hundreds of property owners began working toward the collective goal of improving water quality over a decade ago. Determining the sources of pollution led to individual on-site sewage system repairs, the implementation of manure management practices, and improvements to Poulsbo’s wastewater collection system. While the water quality has improved, federal rules require harvest area closure from May This newsletter provides information through September each year due to the large number of boats in the bay. only. This newsletter does not impose legally binding requirements on the U.S. -
Stormwater Phase II Rule: Illicit Discharge Detection And
United States Office of Water EPA 833-F-00-007 Environmental Protection (4203) January 2000 (revised December 2005) Agency Fact Sheet 2.5 Stormwater Phase II Final Rule Illicit Discharge Detection and Elimination Minimum Control Measure Stormwater Phase II his fact sheet profiles the Illicit Discharge Detection and Elimination minimum control Final Rule Tmeasure, one of six measures the operator of a Phase II regulated small municipal separate Fact Sheet Series storm sewer system (MS4) is required to include in its stormwater management program to meet the conditions of its National Pollutant Discharge Elimination System (NPDES) permit. This fact sheet outlines the Phase II Final Rule requirements and offers some general guidance Overview on how to satisfy them. It is important to keep in mind that the small MS4 operator has a great 1.0 – Stormwater Phase II Final deal of flexibility in choosing exactly how to satisfy the minimum control measure Rule: An Overview requirements. Small MS4 Program What Is An “Illicit Discharge”? 2.0 – Small MS4 Stormwater Program Overview ederal regulations define an illicit discharge Table 1 2.1 – Who’s Covered? Designation as “...any discharge to an MS4 that is not and Waivers of Regulated Small F MS4s composed entirely of stormwater...” with some Sources of exceptions. These exceptions include discharges Illicit Discharges 2.2 – Urbanized Areas: Definition and Description from NPDES-permitted industrial sources and discharges from fire-fighting activities. Illicit Sanitary wastewater discharges (see Table 1) are considered “illicit” Minimum Control Measures Effluent from septic tanks because MS4s are not designed to accept, process, 2.3 – Public Education and or discharge such non-stormwater wastes. -
A Listing of Pacific Coast Spawning Streams and Hatcheries
A LISTING OF PACIFIC COAST SPAWNING STREAMS AND HATCHERIES PRODUCING CHINOOK AND COHO SALMON with Estimates on Numbers of Spawners and Data on Hatchery Releases 1/ Roy J. Wahle and Roger E. Pearson2/ 1/Pacific Marine Fisheries Commission 2000 S.W. First Avenue Metro Center, Suite 170 Portland, OR 97201-5346 Present address: 8721 N.E. Blackburn Road Yamhill, OR 97148 2/(Co-author deceased) Northwest and Alaska Fisheries Center National Marine Fisheries Service National Oceanic and Atmospheric Administration 2725 Montlake Boulevard East Seattle, WA 98112 September 1987 This document is available to the public through: National Technical Information Service U.S. Department of Commerce 5285 Port Royal Road Springfield, VA 22161 iii ABSTRACT Information on chinook, Oncorhynchus tshawytscha, and coho, O. kisutch, salmon spawning streams and hatcheries along the west coast of North America was compiled following extensive consultations with fishery managers and biologists and thorough review of published and unpublished information. Included are a listing of all spawning streams known as of 1984-85, estimates of the annual number of spawners observed in the streams, and data on the annual production of juvenile chinook and coho salmon at all hatcheries. Streams with natural spawning populations of chinook salmon range from Mapsorak Creek, 18 miles south of Cape Thompson, Alaska, southward to the San Joaquin River of California's Central Valley. The total number of spawners is estimated at 1,258,135. Streams with coho salmon range from the Kukpuk River, 12 miles northeast of the village of Point Hope, Alaska, southward to the San Lorenzo River in the Monterey Ray region of California. -
Hydrological Measurements
Water Quality Monitoring - A Practical Guide to the Design and Implementation of Freshwater Quality Studies and Monitoring Programmes Edited by Jamie Bartram and Richard Ballance Published on behalf of United Nations Environment Programme and the World Health Organization © 1996 UNEP/WHO ISBN 0 419 22320 7 (Hbk) 0 419 21730 4 (Pbk) Chapter 12 - HYDROLOGICAL MEASUREMENTS This chapter was prepared by E. Kuusisto. Hydrological measurements are essential for the interpretation of water quality data and for water resource management. Variations in hydrological conditions have important effects on water quality. In rivers, such factors as the discharge (volume of water passing through a cross-section of the river in a unit of time), the velocity of flow, turbulence and depth will influence water quality. For example, the water in a stream that is in flood and experiencing extreme turbulence is likely to be of poorer quality than when the stream is flowing under quiescent conditions. This is clearly illustrated by the example of the hysteresis effect in river suspended sediments during storm events (see Figure 13.2). Discharge estimates are also essential when calculating pollutant fluxes, such as where rivers cross international boundaries or enter the sea. In lakes, the residence time (see section 2.1.1), depth and stratification are the main factors influencing water quality. A deep lake with a long residence time and a stratified water column is more likely to have anoxic conditions at the bottom than will a small lake with a short residence time and an unstratified water column. It is important that personnel engaged in hydrological or water quality measurements are familiar, in general terms, with the principles and techniques employed by each other. -
A Look at the Links Between Drainage Density and Flood Statistics
Hydrol. Earth Syst. Sci., 13, 1019–1029, 2009 www.hydrol-earth-syst-sci.net/13/1019/2009/ Hydrology and © Author(s) 2009. This work is distributed under Earth System the Creative Commons Attribution 3.0 License. Sciences A look at the links between drainage density and flood statistics B. Pallard1, A. Castellarin2, and A. Montanari2 1International Center for Agricultural Science and Natural resource Management Studies, Montpellier Supagro, Montpellier, France 2Faculty of Engineering, University of Bologna, Bologna, Italy Received: 28 August 2008 – Published in Hydrol. Earth Syst. Sci. Discuss.: 22 October 2008 Revised: 16 June 2009 – Accepted: 16 June 2009 – Published: 7 July 2009 Abstract. We investigate the links between the drainage den- Woodyer and Brookfield, 1966). Dd is also higher in highly sity of a river basin and selected flood statistics, namely, branched drainage basins with a relatively rapid hydrologic mean, standard deviation, coefficient of variation and coef- response (Melton, 1957). ficient of skewness of annual maximum series of peak flows. The drainage density exertes on flood peaks significant The investigation is carried out through a three-stage anal- controls which can be broadly divided between direct and ysis. First, a numerical simulation is performed by using a indirect effects (Merz and Bloschl¨ , 2008; Bloschl¨ , 2008). spatially distributed hydrological model in order to highlight Among the most significant direct effects there is the con- how flood statistics change with varying drainage density. trol associated with the length of the stream network and Second, a conceptual hydrological model is used in order hillslope paths. Because flow velocity is higher in the river to analytically derive the dependence of flood statistics on network, Dd significantly affects the concentration time and drainage density. -
16. North Pacific Ocean
Pacific Lamprey 2017 Regional Implementation Plan for the North Pacific Ocean Regional Management Unit Submitted to the Conservation Team 11-14-2017 Primary Authors Primary Editors Benjamin Clemens Kevin Siwicke Laurie Weitkamp Laurie Porter 1 Jon Hess Dan Kamikawa This page left intentionally blank 2 I. Status and Distribution of Pacific Lamprey in the RMU A. General Description of the RMU The North Pacific Ocean RMU is vast, encompassing all populations of Pacific Lamprey originating from various rivers across all other RMUs (Luzier et al. 2011), from Baja, Mexico north to the Bering and Chuchki seas off Alaska and Russia (Renaud 2008), and south to Hokkaido and Honshu Islands, Japan (Yamazaki et al. 2005). A number of research, monitoring, and management needs have been identified in pre-existing, land-based RMUs, several which have been or are being addressed. However, the foci of these projects are only on the freshwater life stages of the Pacific Lamprey life cycle. The marine phase of the Pacific Lamprey is clearly an important stage of the Pacific Lamprey life cycle because it is where they attain their adult body size (Beamish 1980; Weitkamp et al. 2015) — and body size is directly proportional to the number of eggs female Pacific Lamprey produce (Clemens et al. 2010; Clemens et al. 2013). Further, the ocean phase of the Pacific Lamprey life cycle may be as or even more important than the freshwater life stages for population recruitment (e.g., see Murauskas et al. 2013). B. Status of Species Conservation Assessment and New Updates Status of Pacific Lamprey in the North Pacific Ocean RMU is unknown.