Estimation of the Base Flow Recession Constant Under Human Interference Brian F
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Seasonal Flooding Affects Habitat and Landscape Dynamics of a Gravel
Seasonal flooding affects habitat and landscape dynamics of a gravel-bed river floodplain Katelyn P. Driscoll1,2,5 and F. Richard Hauer1,3,4,6 1Systems Ecology Graduate Program, University of Montana, Missoula, Montana 59812 USA 2Rocky Mountain Research Station, Albuquerque, New Mexico 87102 USA 3Flathead Lake Biological Station, University of Montana, Polson, Montana 59806 USA 4Montana Institute on Ecosystems, University of Montana, Missoula, Montana 59812 USA Abstract: Floodplains are comprised of aquatic and terrestrial habitats that are reshaped frequently by hydrologic processes that operate at multiple spatial and temporal scales. It is well established that hydrologic and geomorphic dynamics are the primary drivers of habitat change in river floodplains over extended time periods. However, the effect of fluctuating discharge on floodplain habitat structure during seasonal flooding is less well understood. We collected ultra-high resolution digital multispectral imagery of a gravel-bed river floodplain in western Montana on 6 dates during a typical seasonal flood pulse and used it to quantify changes in habitat abundance and diversity as- sociated with annual flooding. We observed significant changes in areal abundance of many habitat types, such as riffles, runs, shallow shorelines, and overbank flow. However, the relative abundance of some habitats, such as back- waters, springbrooks, pools, and ponds, changed very little. We also examined habitat transition patterns through- out the flood pulse. Few habitat transitions occurred in the main channel, which was dominated by riffle and run habitat. In contrast, in the near-channel, scoured habitats of the floodplain were dominated by cobble bars at low flows but transitioned to isolated flood channels at moderate discharge. -
Modifying Wepp to Improve Streamflow Simulation in a Pacific Northwest Watershed
MODIFYING WEPP TO IMPROVE STREAMFLOW SIMULATION IN A PACIFIC NORTHWEST WATERSHED A. Srivastava, M. Dobre, J. Q. Wu, W. J. Elliot, E. A. Bruner, S. Dun, E. S. Brooks, I. S. Miller ABSTRACT. The assessment of water yield from hillslopes into streams is critical in managing water supply and aquatic habitat. Streamflow is typically composed of surface runoff, subsurface lateral flow, and groundwater baseflow; baseflow sustains the stream during the dry season. The Water Erosion Prediction Project (WEPP) model simulates surface runoff, subsurface lateral flow, soil water, and deep percolation. However, to adequately simulate hydrologic conditions with significant quantities of groundwater flow into streams, a baseflow component for WEPP is needed. The objectives of this study were (1) to simulate streamflow in the Priest River Experimental Forest in the U.S. Pacific Northwest using the WEPP model and a baseflow routine, and (2) to compare the performance of the WEPP model with and without including the baseflow using observed streamflow data. The baseflow was determined using a linear reservoir model. The WEPP- simulated and observed streamflows were in reasonable agreement when baseflow was considered, with an overall Nash- Sutcliffe efficiency (NSE) of 0.67 and deviation of runoff volume (Dv) of 7%. In contrast, the WEPP simulations without including baseflow resulted in an overall NSE of 0.57 and Dv of 47%. On average, the simulated baseflow accounted for 43% of the streamflow and 12% of precipitation annually. Integration of WEPP with a baseflow routine improved the model’s applicability to watersheds where groundwater contributes to streamflow. Keywords. Baseflow, Deep seepage, Forest watershed, Hydrologic modeling, Subsurface lateral flow, Surface runoff, WEPP. -
Estimating Aquifer Storage and Recovery (ASR) Regional and Local Suitability: a Case Study in Washington State, USA
hydrology Case Report Estimating Aquifer Storage and Recovery (ASR) Regional and Local Suitability: A Case Study in Washington State, USA Maria T. Gibson 1,* ID , Michael E. Campana 2 and Dave Nazy 3 1 Water Resources Graduate Program, Oregon State University, Corvallis, OR 97330, USA 2 Hydrogeology and Water Resources, College of Earth, Ocean, and Atmospheric Sciences, Oregon State University, Corvallis, OR 97330, USA; [email protected] 3 EA Engineering, Science, and Technology, INC., Olympia, WA 98508, USA; [email protected] * Correspondence: [email protected]; Tel.: +1-541-214-5599 Received: 21 December 2017; Accepted: 5 January 2018; Published: 12 January 2018 Abstract: Developing aquifers as underground water supply reservoirs is an advantageous approach applicable to meeting water management objectives. Aquifer storage and recovery (ASR) is a direct injection and subsequent withdrawal technology that is used to increase water supply storage through injection wells. Due to site-specific hydrogeological quantification and evaluation to assess ASR suitability, limited methods have been developed to identify suitability on regional scales that are also applicable at local scales. This paper presents an ASR site scoring system developed to qualitatively assess regional and local suitability of ASR using 9 scored metrics to determine total percent of ASR suitability, partitioned into hydrogeologic properties, operational considerations, and regulatory influences. The development and application of a qualitative water well suitability method was used to assess the potential groundwater response to injection, estimate suitability based on predesignated injection rates, and provide cumulative approximation of statewide and local storage prospects. The two methods allowed for rapid assessment of ASR suitability and its applicability to regional and local water management objectives at over 280 locations within 62 watersheds in Washington, USA. -
Biogeochemical and Metabolic Responses to the Flood Pulse in a Semi-Arid Floodplain
View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by DigitalCommons@USU 1 Running Head: Semi-arid floodplain response to flood pulse 2 3 4 5 6 Biogeochemical and Metabolic Responses 7 to the Flood Pulse in a Semi-Arid Floodplain 8 9 10 11 with 7 Figures and 3 Tables 12 13 14 15 H. M. Valett1, M.A. Baker2, J.A. Morrice3, C.S. Crawford, 16 M.C. Molles, Jr., C.N. Dahm, D.L. Moyer4, J.R. Thibault, and Lisa M. Ellis 17 18 19 20 21 22 Department of Biology 23 University of New Mexico 24 Albuquerque, New Mexico 87131 USA 25 26 27 28 29 30 31 present addresses: 32 33 1Department of Biology 2Department of Biology 3U.S. EPA 34 Virginia Tech Utah State University Mid-Continent Ecology Division 35 Blacksburg, Virginia 24061 USA Logan, Utah 84322 USA Duluth, Minnesota 55804 USA 36 540-231-2065, 540-231-9307 fax 37 [email protected] 38 4Water Resources Division 39 United States Geological Survey 40 Richmond, Virginia 23228 USA 41 1 1 Abstract: Flood pulse inundation of riparian forests alters rates of nutrient retention and 2 organic matter processing in the aquatic ecosystems formed in the forest interior. Along the 3 Middle Rio Grande (New Mexico, USA), impoundment and levee construction have created 4 riparian forests that differ in their inter-flood intervals (IFIs) because some floodplains are 5 still regularly inundated by the flood pulse (i.e., connected), while other floodplains remain 6 isolated from flooding (i.e., disconnected). -
Geothermal Solute Flux Monitoring Using Electrical Conductivity in Major Rivers of Yellowstone National Park by R
Geothermal solute flux monitoring using electrical conductivity in major rivers of Yellowstone National Park By R. Blaine McCleskey, Dan Mahoney, Jacob B. Lowenstern, Henry Heasler Yellowstone National Park Yellowstone National Park is well-known for its numerous geysers, hot springs, mud pots, and steam vents Yellowstone hosts close to 4 million visits each year The Yellowstone Supervolcano is located in YNP Monitoring the Geothermal System: 1. Management tool 2. Hazard assessment 3. Long-term changes Monitoring Geothermal Systems YNP – difficult to continuously monitor 10,000 thermal features YNP area = 9,000 km2 long cold winters Thermal output from Yellowstone can be estimated by monitoring the chloride flux downstream of thermal sources in major rivers draining the park River Chloride Flux The chloride flux (chloride concentration multiplied by discharge) in the major rivers has been used as a surrogate for estimating the heat flow in geothermal systems (Ellis and Wilson, 1955; Fournier, 1989) “Integrated flux” Convective heat discharge: 5300 to 6100 MW Monitoring changes over time Chloride concentrations in most YNP geothermal waters are elevated (100 - 900 mg/L Cl) Most of the water discharged from YNP geothermal features eventually enters a major river Madison R., Yellowstone R., Snake R., Falls River Firehole R., Gibbon R., Gardner R. Background Cl concentrations in rivers low < 1 mg/L Dilute Stream water -snowmelt -non-thermal baseflow -low EC (40 - 200 μS/cm) -Cl < 1 mg/L Geothermal Water -high EC (>~1000 μS/cm) -high Cl, SiO2, Na, B, As,… -Most solutes behave conservatively Mixture of dilute stream water with geothermal water Historical Cl Flux Monitoring • The U.S. -
Beyond Binary Baseflow Separation: a Delayed-Flow Index for Multiple Streamflow Contributions
Hydrol. Earth Syst. Sci., 24, 849–867, 2020 https://doi.org/10.5194/hess-24-849-2020 © Author(s) 2020. This work is distributed under the Creative Commons Attribution 4.0 License. Beyond binary baseflow separation: a delayed-flow index for multiple streamflow contributions Michael Stoelzle1,*, Tobias Schuetz2, Markus Weiler1, Kerstin Stahl1, and Lena M. Tallaksen3 1Faculty of Environment and Natural Resources, University of Freiburg, Freiburg, Germany 2Department of Hydrology, Faculty VI Regional and Environmental Sciences, University of Trier, Trier, Germany 3Department of Geosciences, University of Oslo, Oslo, Norway *Invited contribution by Michael Stoelzle, recipient of the EGU Outstanding Student Poster Awards 2015. Correspondence: Michael Stoelzle ([email protected]) Received: 14 May 2019 – Discussion started: 28 May 2019 Revised: 18 November 2019 – Accepted: 20 January 2020 – Published: 25 February 2020 Abstract. Understanding components of the total streamflow the primary contribution, whereas below 800 m groundwa- is important to assess the ecological functioning of rivers. Bi- ter resources are most likely the major streamflow contri- nary or two-component separation of streamflow into a quick butions. Our analysis also indicates that dynamic storage in and a slow (often referred to as baseflow) component are of- high alpine catchments might be large and is overall not ten based on arbitrary choices of separation parameters and smaller than in lowland catchments. We conclude that the also merge different delayed components into one baseflow DFI can be used to assess the range of sources forming catch- component and one baseflow index (BFI). As streamflow ments’ storages and to judge the long-term sustainability of generation during dry weather often results from drainage streamflow. -
Springs and Springs-Dependent Taxa of the Colorado River Basin, Southwestern North America: Geography, Ecology and Human Impacts
water Article Springs and Springs-Dependent Taxa of the Colorado River Basin, Southwestern North America: Geography, Ecology and Human Impacts Lawrence E. Stevens * , Jeffrey Jenness and Jeri D. Ledbetter Springs Stewardship Institute, Museum of Northern Arizona, 3101 N. Ft. Valley Rd., Flagstaff, AZ 86001, USA; Jeff@SpringStewardship.org (J.J.); [email protected] (J.D.L.) * Correspondence: [email protected] Received: 27 April 2020; Accepted: 12 May 2020; Published: 24 May 2020 Abstract: The Colorado River basin (CRB), the primary water source for southwestern North America, is divided into the 283,384 km2, water-exporting Upper CRB (UCRB) in the Colorado Plateau geologic province, and the 344,440 km2, water-receiving Lower CRB (LCRB) in the Basin and Range geologic province. Long-regarded as a snowmelt-fed river system, approximately half of the river’s baseflow is derived from groundwater, much of it through springs. CRB springs are important for biota, culture, and the economy, but are highly threatened by a wide array of anthropogenic factors. We used existing literature, available databases, and field data to synthesize information on the distribution, ecohydrology, biodiversity, status, and potential socio-economic impacts of 20,872 reported CRB springs in relation to permanent stream distribution, human population growth, and climate change. CRB springs are patchily distributed, with highest density in montane and cliff-dominated landscapes. Mapping data quality is highly variable and many springs remain undocumented. Most CRB springs-influenced habitats are small, with a highly variable mean area of 2200 m2, generating an estimated total springs habitat area of 45.4 km2 (0.007% of the total CRB land area). -
“Major World Deltas: a Perspective from Space
“MAJOR WORLD DELTAS: A PERSPECTIVE FROM SPACE” James M. Coleman Oscar K. Huh Coastal Studies Institute Louisiana State University Baton Rouge, LA TABLE OF CONTENTS Page INTRODUCTION……………………………………………………………………4 Major River Systems and their Subsystem Components……………………..4 Drainage Basin………………………………………………………..7 Alluvial Valley………………………………………………………15 Receiving Basin……………………………………………………..15 Delta Plain…………………………………………………………...22 Deltaic Process-Form Variability: A Brief Summary……………………….29 The Drainage Basin and The Discharge Regime…………………....29 Nearshore Marine Energy Climate And Discharge Effectiveness…..29 River-Mouth Process-Form Variability……………………………..36 DELTA DESCRIPTIONS…………………………………………………………..37 Amu Darya River System………………………………………………...…45 Baram River System………………………………………………………...49 Burdekin River System……………………………………………………...53 Chao Phraya River System……………………………………….…………57 Colville River System………………………………………………….……62 Danube River System…………………………………………………….…66 Dneiper River System………………………………………………….……74 Ebro River System……………………………………………………..……77 Fly River System………………………………………………………...…..79 Ganges-Brahmaputra River System…………………………………………83 Girjalva River System…………………………………………………….…91 Krishna-Godavari River System…………………………………………… 94 Huang He River System………………………………………………..……99 Indus River System…………………………………………………………105 Irrawaddy River System……………………………………………………113 Klang River System……………………………………………………...…117 Lena River System……………………………………………………….…121 MacKenzie River System………………………………………………..…126 Magdelena River System……………………………………………..….…130 -
Module III - Water, Ecosystem Services, and Biodiversity
Environmental Review Guide - Water, Ecosystem Services, and Biodiversity Module III - Water, Ecosystem Services, and Biodiversity The purpose of this module is to link the Regional Environmental Review Program to the goals of the Division of Ecological and Water Resources. The Division of Ecological and Water Resources works with others to: • Protect, restore, and sustain watershed functions (land-water connections, surface water resources) • Protect, restore, and sustain biodiversity and its adaptive potential • Protect, restore, and sustain groundwater resources • Provide and support excellent outdoor recreation opportunities • Minimize the negative economic and ecological impacts of invasive species • Support sustainable natural resource economies • Help achieve other DNR core objectives • Create and maintain a learning organization that implements the division’s guiding principles The Environmental Review Program is a key component in the Department of Natural Resources’ efforts to improve Minnesota’s water, ecosystem services, and biodiversity. DNR staff members involved in evaluating the effects of land- and water-use plans and economic development projects must take an integrated, systems-based, collaborative, and community- based approach to improving the habitat base and providing technical advice on actions that have the potential to adversely affect the environment. Staff must be ever mindful of the need to sustain (1) quantities and qualities of water that will ensure that Minnesota’s people and other biota can survive and thrive in the midst of changing trends in energy, climate, and demographics; (2) levels of diversity that will provide native Minnesota species and biomes with the resilience and adaptive capacities they need to evolve and thrive in the midst of changing conditions; and (3) economically vital ecosystem services that will provide Minnesota with economic and ecological security into the future. -
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. -
Technical Note 15-04 Aquifer Storage and Recovery in Texas: 2015
Technical Note 15-04 AQUIFER STORAGE AND RECOVERY IN TEXAS: 2015 by Matthew Webb Texas Water Development Board Technical Note 15-04 Table of Contents Executive Summary ......................................................................................................................... 1 Introduction ..................................................................................................................................... 2 Background ...................................................................................................................................... 2 Methods and Terms .................................................................................................................... 2 Definitions ................................................................................................................................... 4 Benefits and Challenges .............................................................................................................. 4 2011 Aquifer Storage and Recovery Assessment Report ........................................................... 5 Regulatory ....................................................................................................................................... 7 Source Water Permitting Requirements ..................................................................................... 7 Underground Injection Wells ...................................................................................................... 8 Groundwater Conservation Districts -
Hydrologic-Land Use Interactions in a Florida River Basin
HYDROLOGIC-LAND USE I^TTERACTIONS IN A FI.ORIDA RIVER BASIN By PHILIP BRUCE BEDIENT A DISSERTATION PRESENTED TO THE GRADUATE COUNCIL OF THE UNIVERSITY OF FLORIDA IN PARTIAL RILFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF DOCTOR OF PHILOSOPHY UNIVERSITY OF FLORIDA 1975 DEDICATED TO MY WIFE CINDY WHO WOKK-ED UNSELFISHLY FOR FOUR YEARS SO THAT I COULD COMPLETE m EDUCATION ACKNOI-JLEDGMENTS I would like to thank the members of my graduate comraittee for their encouragement and advice throughout the research effort. I would espe- cially like to thank Dr. W.C. Ruber for his undivided attention and assistance from the early conception of the research to the final days of writing and review. I would also like to thank Dr. J. P. Heaiiey and Dr. H.T. Odum for many hours of enlightening discussions and lectures. The primary influence for the overall research has come from these three pro- fessors, and I am deeply grateful for their guidance throughout the past five years. Special thanks are due to several of my co-workers vjho provided support and encouragement when it V7as needed. Without Mr. Steve Gatewood's cartographic and drafting ability, much of the research would have been incomplete. Mr. Jerry Bowden contributed many hours of tedious effort so that input data and computer outputs were available on time, I am grateful to them both for their hard work and good friendship. I would like to thank the research group at the Central and Southern Florida Flood Control District for funding the Kissimraee Project, and for providing such able assistance in data collection and analysis.