Controls on Thermal Discharge in Yellowstone National Park, Wyoming
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(P 117-140) Flood Pulse.Qxp
117 THE FLOOD PULSE CONCEPT: NEW ASPECTS, APPROACHES AND APPLICATIONS - AN UPDATE Junk W.J. Wantzen K.M. Max-Planck-Institute for Limnology, Working Group Tropical Ecology, P.O. Box 165, 24302 Plön, Germany E-mail: [email protected] ABSTRACT The flood pulse concept (FPC), published in 1989, was based on the scientific experience of the authors and published data worldwide. Since then, knowledge on floodplains has increased considerably, creating a large database for testing the predictions of the concept. The FPC has proved to be an integrative approach for studying highly diverse and complex ecological processes in river-floodplain systems; however, the concept has been modified, extended and restricted by several authors. Major advances have been achieved through detailed studies on the effects of hydrology and hydrochemistry, climate, paleoclimate, biogeography, biodi- versity and landscape ecology and also through wetland restoration and sustainable management of flood- plains in different latitudes and continents. Discussions on floodplain ecology and management are greatly influenced by data obtained on flow pulses and connectivity, the Riverine Productivity Model and the Multiple Use Concept. This paper summarizes the predictions of the FPC, evaluates their value in the light of recent data and new concepts and discusses further developments in floodplain theory. 118 The flood pulse concept: New aspects, INTRODUCTION plain, where production and degradation of organic matter also takes place. Rivers and floodplain wetlands are among the most threatened ecosystems. For example, 77 percent These characteristics are reflected for lakes in of the water discharge of the 139 largest river systems the “Seentypenlehre” (Lake typology), elaborated by in North America and Europe is affected by fragmen- Thienemann and Naumann between 1915 and 1935 tation of the river channels by dams and river regula- (e.g. -
Probabilistic Extreme Flood Hydrographs That Use Paleoflood Data for Dam Safety Applications
Probabilistic Extreme Flood Hydrographs That Use PaleoFlood Data for Dam Safety Applications Dam Safety Office Report No. DSO-03-03 Department of the Interior Bureau of Reclamation June 2003 Contents Page Introduction................................................................................................................................... 1 1.1 Background..................................................................................................................................2 1.2 Objectives....................................................................................................................................4 1.3 Acknowledgements .....................................................................................................................4 Probabilistic Extreme Flood Hydrographs from Streamflow Sampling................................. 5 2.1 General Procedure .......................................................................................................................5 2.2 Example Applications................................................................................................................11 Probabilitic Extreme Flood Hydrographs Using Rainfall-Runoff Models............................ 18 3.1 General Procedure .....................................................................................................................19 3.2 Example Applications s.............................................................................................................20 Reservoir Routing -
The Track of the Yellowstone Hot Spot: Volcanism, Faulting, and Uplift
Geological Society of America Memoir 179 1992 Chapter 1 The track of the Yellowstone hot spot: Volcanism, faulting, and uplift Kenneth L. Pierce and Lisa A. Morgan US. Geological Survey, MS 913, Box 25046, Federal Center, Denver, Colorado 80225 ABSTRACT The track of the Yellowstone hot spot is represented by a systematic northeast-trending linear belt of silicic, caldera-forming volcanism that arrived at Yel- lowstone 2 Ma, was near American Falls, Idaho about 10 Ma, and started about 16 Ma near the Nevada-Oregon-Idaho border. From 16 to 10 Ma, particularly 16 to 14 Ma, volcanism was widely dispersed around the inferred hot-spot track in a region that now forms a moderately high volcanic plateau. From 10 to 2 Ma, silicic volcanism migrated N54OE toward Yellowstone at about 3 cm/year, leaving in its wake the topographic and structural depression of the eastern Snake River Plain (SRP). This <lo-Ma hot-spot track has the same rate and direction as that predicted by motion of the North American plate over a thermal plume fixed in the mantle. The eastern SRP is a linear, mountain- bounded, 90-km-wide trench almost entirely(?) floored by calderas that are thinly cov- ered by basalt flows. The current hot-spot position at Yellowstone is spatially related to active faulting and uplift. Basin-and-range faults in the Yellowstone-SRP region are classified into six types based on both recency of offset and height of the associated bedrock escarpment. The distribution of these fault types permits definition of three adjoining belts of faults and a pattern of waxing, culminating, and waning fault activity. -
Stormwater Design Manual Chapter Three
CHAPTER 3 HYDROLOGY Chapter 3 HYDROLOGY Table of Contents 3.1 INTRODUCTION .................................................................................................... 2 3.2 HYDROLOGIC DESIGN POLICIES........................................................................ 2 3.2.1 FULLY DEVELO PED CONDITIONS......................................................................... 3 3.2.2 DRAINAG E AREA ............................................................................................... 4 3.2.3 RAINFALL DATA AND INTENSITY .......................................................................... 4 3.3 TIME OF CONCENTRATION ................................................................................. 4 3.3.1 SCS METHOD................................................................................................... 5 3.3.1.1 Lag Time .................................................................................................. 5 3.3.1.2 Travel Time .............................................................................................. 5 3.3.1.3 Sheet Flow ............................................................................................... 6 3.3.1.4 Shallow Concentrated Flow....................................................................... 7 3.3.1.5 Channelized Flow ..................................................................................... 7 3.3.2 KIRPICH EQUATION ........................................................................................... 8 3.4 RATIONAL METHOD............................................................................................ -
Impacts of a Flood Pulsing Hydrology on Plants and Invertebrates in Riparian Wetlands
IMPACTS OF A FLOOD PULSING HYDROLOGY ON PLANTS AND INVERTEBRATES IN RIPARIAN WETLANDS A dissertation submitted to Kent State University in partial fulfillment of the requirements for the degree of Doctor of Philosophy by Maureen K. Drinkard August 2012 Dissertation written by Maureen K. Drinkard B.S., Kent State University, 2003 Ph.D., Kent State University, 2012 Approved by ___Ferenc de Szalay_, Chair, Doctoral Dissertation Committee ___Mark Kershner_______, Members, Doctoral Dissertation Committee _____Oscar Rocha________, ____Mandy Munro-Stasiuk_, Accepted by _____James Blank______, Chair, Department of Biological Sciences ______Raymond Craig___, Dean, College of Arts and Sciences ii TABLE OF CONTENTS LIST OF FIGURES ............................................................................................................... vi LIST OF TABLES ................................................................................................................. vii ACKNOWLEDGEMENTS .................................................................................................... x CHAPTER I. INTRODUCTION ................................................................................................ 1 Dissertation Goals ............................................................................................. 1 Definition of the Flood Pulse Concept .............................................................. 2 Ecological and economic importance ............................................................... 3 Impacts of environmental -
Tracing Sediment Sources with Meteoric 10Be: Linking Erosion And
Tracing sediment sources with meteoric 10Be: Linking erosion and the hydrograph Final Report: submitted June 20, 2012 PI: Patrick Belmont Utah State University, Department of Watershed Sciences University of Minnesota, National Center for Earth-surface Dynamics Background and Motivation for the Study Sediment is a natural constituent of river ecosystems. Yet, in excess quantities sediment can severely degrade water quality and aquatic ecosystem health. This problem is especially common in rivers that drain agricultural landscapes (Trimble and Crosson, 2000; Montgomery, 2007). Currently, sediment is one of the leading causes of impairment in rivers of the US and globally (USEPA, 2011; Palmer et al., 2000). Despite extraordinary efforts, sediment remains one of the most difficult nonpoint-source pollutants to quantify at the watershed scale (Walling, 1983; Langland et al., 2007; Smith et al., 2011). Developing a predictive understanding of watershed sediment yield has proven especially difficult in low-relief landscapes. Challenges arise due to several common features of these landscapes, including a) source and sink areas are defined by very subtle topographic features that often cannot be detected even with relatively high resolution topography data (15 cm vertical uncertainty), b) humans have dramatically altered water and sediment routing processes, the effects of which are exceedingly difficult to capture in a conventional watershed hydrology/erosion model (Wilkinson and McElroy, 2007; Montgomery, 2007); and c) as sediment is routed through a river network it is actively exchanged between the channel and floodplain, a dynamic that is difficult to model at the channel network scale (Lauer and Parker, 2008). Thus, while models can be useful to understand sediment dynamics at the landscape scale and predict changes in sediment flux and water quality in response to management actions in a watershed, several key processes are difficult to constrain to a satisfactory degree. -
Educators Guide
EDUCATORS GUIDE 02 | Supervolcanoes Volcanism is one of the most creative and destructive processes on our planet. It can build huge mountain ranges, create islands rising from the ocean, and produce some of the most fertile soil on the planet. It can also destroy forests, obliterate buildings, and cause mass extinctions on a global scale. To understand volcanoes one must first understand the theory of plate tectonics. Plate tectonics, while generally accepted by the geologic community, is a relatively new theory devised in the late 1960’s. Plate tectonics and seafloor spreading are what geologists use to interpret the features and movements of Earth’s surface. According to plate tectonics, Earth’s surface, or crust, is made up of a patchwork of about a dozen large plates and many smaller plates that move relative to one another at speeds ranging from less than one to ten centimeters per year. These plates can move away from each other, collide into each other, slide past each other, or even be forced beneath each other. These “subduction zones” are generally where the most earthquakes and volcanoes occur. Yellowstone Magma Plume (left) and Toba Eruption (cover page) from Supervolcanoes. 01 | Supervolcanoes National Next Generation Science Standards Content Standards - Middle School Content Standards - High School MS-ESS2-a. Use plate tectonic models to support the HS-ESS2-a explanation that, due to convection, matter Use Earth system models to support cycles between Earth’s surface and deep explanations of how Earth’s internal and mantle. surface processes operate concurrently at different spatial and temporal scales to MS-ESS2-e form landscapes and seafloor features. -
September 8, 2008 RUNOFF CALCULATIONS the Following
BEE 473 Watershed Engineering Fall 2004 RUNOFF CALCULATIONS The following provide the minimum necessary equations for determining runoff from a design storm, i.e., a storm with duration ≈ to the watershed’s time of concentration. When peak flow is the critical design parameter engineers usually design for this storm duration because it represents the most intense storm (shortest duration) for which the entire watershed contributes flow to the outlet. This section emphasizes peak runoff; we will discuss design criteria for runoff volume later in conjunction with ponds, flood routing, and detention basin design A. Time of Concentration: B. Rational Method C. Curve Number Method 1. Calculating Runoff Volume 2. Synthetic Triangular Hydrograph 3. Calculating Peak Runoff (NRCS Graphical Method) September 8, 2008 BEE 473 Watershed Engineering Fall 2004 A. Time of Concentration Equations Dozens of equations have been proposed for the time of concentration. Below are four of the most commonly used that generally agree with each other within 25%. Eqs. A.3 and A.4 consistently predict longer times of concentration, especially for low runoff potentials. The following were adopted from Chow (19XX) 0.77 -0.385 Kirpich (1940): tc = 0.0078L S (A.1) where tc = time of concentration (min.) L = length of channel or ditch from headwater to outlet (ft) S = average watershed slope L1.15 Soil Conservation Service (SCS) (1972): t = (A.2) c 7700H 0.38 where tc = time of concentration (hr) L = length of longest flow path (ft) H = difference in elevation between -
Tracking Changes in Yellowstone's Restless Volcanic System
U.S. GEOLOGICAL SURVEY and the NATIONAL PARK SERVICE—OUR VOLCANIC PUBLIC LANDS Tracking Changes in Yellowstone’s Restless Volcanic System The world-famous Yellowstone geysers and hot springs are In the 1970s, a resurvey of benchmarks discovered the fueled by heat released from an unprecedented uplift of the enormous reservoir of magma Yellowstone Caldera of more (partially molten rock beneath than 28 inches (72 cm) over fi ve decades. More recently, the ground). Since the 1970’s, new and revolutionary sat- scientists have tracked rapid ellite-based methods for tracking the Earth’s shifting uplift and subsidence of the ground motions have en- ground and signifi cant changes abled University of Utah, U.S. Geological Survey, and other in hydrothermal (hot water) scientists to assemble a more features and earthquake activity. precise and detailed picture of Yellowstone’s ground In 2001, the Yellowstone Volcano movements. Global Position- Observatory was created by the ing System (GPS) stations like U.S. Geological Survey (USGS), this one in the Norris Geyser Basin can detect changes in the University of Utah, and elevation and horizontal shifts Yellowstone National Park to of 1 inch or less per year, helping scientists understand strengthen scientists’ ability to the processes that drive track activity that could result in Yellowstone’s active volcanic and earthquake systems. hazardous seismic, hydrothermal, (Photo courtesy of Christine or volcanic events in the region. Puskas, University of Utah.) No actual volcanic eruption has occurred in this way, the water level of Yellowstone Lake lowstone Caldera, a shallow, oval depression, the Yellowstone National Park region of Wyo- would appear to rise at the south end. -
R. L. Smith, H. R. Shaw, R. G. Luedke, and S. L. Russell U. S. Geological
COMPREHENSIVE TABLES GIVING PHYSICAL DATA AND THERMAL ENERGY ESTIMATES FOR YOUNG IGNEOUS SYSTEMS OF THE UNITED STATES by R. L. Smith, H. R. Shaw, R. G. Luedke, and S. L. Russell U. S. Geological Survey OPEN-FILE REPORT 78-925 This report is preliminary and has not been edited or reviewed for conformity with Geological Survey Standards and nomenclature INTRODUCTION This report presents two tables. The first is a compre hensive table of 157 young igneous systems in the western United States, giving locations, physical data, and thermal en ergy estimates, where apropriate, for each system. The second table is a list of basaltic fields probably less than 10,000 years old in the western United States. These tables are up dated and reformatted from Smith and Shaw's article "Igneous- related geothermal systems" in Assessment of geothermal re sources of the United States 1975 (USGS Circular 726, White and Williams, eds., 1975). This Open-File Report is a compan ion to Smith and Shaw's article "Igneous-related geothermal systems" in Assessment of geothermal resources in the United States 1978 (USGS Circular 790, Muffler, ed., 1979). The ar ticle in Circular 790 contains an abridged table showing only those igneous systems for which thermal estimates were made. The article also gives an extensive discussion of hydrothermal cooling effects and an explanation of the model upon which the thermal energy estimates are based. Thermal energy is calculated for those systems listed in table 1 that are thought to contribute significant thermal en ergy to the upper crust. As discussed by Smith and Shaw (1975), silicic volcanic systems are believed to be associated nearly always with high-level (<10 km) magma chambers. -
Influences on Watershed Hydrology
Modeling Sediment Loss on Geomorphic Graded Reforestation Lands in Kentucky Geomorphic Reclamation and Natural Stream Design at Coal Mines: A Technical Interactive Forum Richard C. Warner, Carmen T. Agouridis, and Christopher D. Barton April 29, 2009 1 Sustainable Mining/Reclamation • Similar (minor changes) – Hydrology – Sediment – Water quality • chemistry • organic material • nutrients – Visual • geomorphic – land form – natural streams • forest 2 Objective • Contrast hydrologic and sediment response of two alternative head-of-hollow fill design and reclamation techniques – Traditional (compacted spoil with grass cover) – Geomorphic (landform, natural streams and Forest Reclamation Approach) 3 CURRENT FUTURE Forest Forest Cont our Mining Count our Mining Dit ch Weep Berm Dit ch Weep Berm Dit ch Dit ch Ro ck Rip-Rap Head-of-hollow Ephemeral Head-of-hollow Channel Compact ed Fill Loose-dumped Nat ural St ream Ephemeral Fill Ro ck Two Porous Rip - Rap Check Dams Channel S e d i ment Po nd Flocculat ion S e d i ment Po nd 4 Objective • Design a head-of-hollow fill that mimics the natural landform, forest, hydrology and erosion of pre-development natural Appalachian forest – peak flow – runoff volume – hydrograph characteristics – erosion rates – sediment concentration and loads 5 Key Modeling Timeframes • Natural forest • Traditional head-of-hollow fill – compacted spoil – grass vegetated cover • Geomorphic head-of-hollow – loose-dumped spoil overlays compacted fill – ephemeral and intermittent streams – forest cover 6 Key Modeling Parameters -
Timing of Each Process Forms the Full Hydrograph
STREAM HYDROGRAPH - PLOT OF DISCHARGE VS TIME AT ONE LOCATION DISCHARGE - VOLUME OF WATER FLOWING PAST A POINT OVER A TIME Timing of each process forms the full hydrograph The RUNOFF CYCLE - Events During Precipitation COMPONENTS OF STREAMFLOW & STREAM/AQUIFER INTERACTION Consider how the timing of these processes affect infiltration and runoff Ground Water RECHARGE is the water that reaches the water table Base Flow is the portion of stream flow from Ground Water that discharges to the stream 1 RELATIONSHIP BETWEEN PRECIPITATION AND INFILTRATION Precipitation Rate Infiltration Capacity No depression storage or overland flow ration rate biifiliibecause precip rate << infiltration capacity Infilt infiltration depression storage begins to fill immediately time depression storage due to starthigh overland precip flow rate begins to fill after time t1 depression storage depression storage rate ate ate r start overland flow r overland flow overland flow Infiltration Infiltration Precipitation Precipitation infiltration infiltration time time HYDROGRAPH FOR ONE STORM @ one point DIRECT PERCIPITATION 2 To Manage Water, We Want to Know How Often a Flow Is Equaled or Exceeded DURATION CURVE - % of Time a Flow Is Equaled or Exceeded Plot of Discharge vs Probability of Occurrence To create: Rank Flows, as m, From Highest to Lowest 1 to N If 2 Values Are Equal, Assign Separate Rank P = 100 * (m/(n+1)) Normalize flow by basin area to compare basins of different size More severe floods e. g. crystalline rock, very little soil, poor infiltration,These rapid can be generated runoff, high peak flows, low basefor any flows type of flow: Moderateaverage conditions annual, in averageglacial outwash daily, with good infiltrationlow flow, peak but rapidflow, etcthrough Q___ flow, moderate peak and base flows BasinArea Mild floods e.g.