Hydrology Basics and the Hydrologic Cycle Zachary M
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Root Zone Salinity Modeling Within Kalaat El Andalous Irrigated District (Tunisia) Using Saltmod Model
Root zone salinity modeling within Kalaat El Andalous irrigated district (Tunisia) using SaltMod model Ahmed Saidi 1*, Moncef Hammami 2, Hedi Daghari 3, Hedi Ben Ali4, Amor Boughdiri 5 1,3 Carthage University, National Agronomic Institute of Tunis, 43 Charles Nicolle Street, Mahrajene City, 1082 Tunis, Tunisia 2,5 Carthage University, Higher Agronomic School of Mateur, Road of Tabarka, 7030 Mateur, Tunisia 4Agency of agricultural investment promotion, 6000 Gabes, Tunisia Abstract—SaltMod simulations indicate a slight change of root zone salinity remaining between 3 and 6 dS/m and do not causes risks to forage and cereal crops. However, such salinity is causing a yield decrease of 10 to 20% for tomato crop. During the next 10 years, groundwater water table depth will range between 1.33 and 1.76 m. and remains lower than that of the root zone (0.6 m). Therefore, groundwater table will not pose problems as long as we keep the same management conditions during this period. Moreover, the simulation of drainage system depth variation impacts on root zone salinity indicates that a decrease of drainage lines depth does not affect root zone salinity which remains constant (4.94 dS/m and 3.68 dS/m respectively during the first season and the second season). Regarding groundwater table depth, it is noted that there is a variation for each drainage lines depth variation and groundwater level is ranging from 1.26 to 0.26 m and 1.76 to 0.76 m during the first season and the second season respectively. Thus, optimum drainage lines depth corresponds to that for which salinity and groundwater level have acceptable values not threatening crops and generating minimum drainage flow. -
Evapotranspiration in the Urban Heat Island Students Will Be Able To: Explain Transpiration in Plants
Objectives: Evapotranspiration in the Urban Heat Island Students will be able to: explain transpiration in plants. Explain evapotranspiration in the environment Background: Objectives: Living in the desert has always been a challenge for people and other living organisms. observe transpiration by collecting water vapor Students will be able to: There is too little water and, in most cases, too much heat. As Phoenix has grown, in plastic bags, which re-condenses into liquid • observe and explain tran- the natural environment has been transformed from the native desert vegetation into water as it cools. spiration. a diverse assemblage of built materials, from buildings, to parking lots, to roadways. measure and compare changes in air tempera- • explain evapotranspira- Concrete and asphalt increase mass density and heat-storage capacity. This in turn ture due to evaporation from a wet surface vs. tion in the environment means that heat collected during the day is slowly radiated back into the environment a dry one. • measure and compare at night. The average nighttime low temperature in Phoenix has increased by 8ºF over changes in air tempera- the last 30 years. For the months of May through September, the average number of understand that evapotranspiration cools the ture due to evaporation hours per day with temperatures over 100ºF has doubled since 1948. air around plants. from a wet surface vs. a Some researchers have found that the density and diversity of plants moderate tem- relate evapotranspiration to desert landscap- dry one. peratures in neighborhoods (Stabler et al., 2005). Landscaping appears to be one way ing choices in an urban heat island. -
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. -
5.15 Water Pollution and Hydrologic Impacts 5.15.1 Chapter Index 5.15
Transportation Cost and Benefit Analysis II – Water Pollution Victoria Transport Policy Institute (www.vtpi.org) 5.15 Water Pollution and Hydrologic Impacts This chapter describes water pollution and hydrologic impacts caused by transport facilities and vehicle use. 5.15.1 Chapter Index 5.15 Water Pollution and Hydrologic Impacts ........................................................... 1 5.15.2 Definitions .............................................................................................. 1 5.15.3 Discussion ............................................................................................. 1 5.15.4 Estimates: .............................................................................................. 3 Summary Table ..................................................................................... 3 Water Pollution & Combined Estimates ................................................. 4 Storm Water, Hydrology and Wetlands ................................................. 6 5.15.5 Variability ............................................................................................... 7 5.15.6 Equity and Efficiency Issues .................................................................. 7 5.15.7 Conclusion ............................................................................................. 7 5.15.8 Information Resources .......................................................................... 9 5.15.2 Definitions Water pollution refers to harmful substances released into surface or ground water, -
Basic Elements of Ground-Water Hydrology with Reference to Conditions in North Carolina by Ralph C Heath
UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY Basic Elements of Ground-Water Hydrology With Reference to Conditions in North Carolina By Ralph C Heath U.S. Geological Survey Water-Resources Investigations Open-File Report 80-44 Prepared in cooperation with the North Carolina Department of Natural^ Resources and Community Development Raleigh, North Carolina 1980 United States Department of the Interior CECIL D. ANDRUS, Secretary GEOLOGICAL SURVEY H. W. Menard, Director For Additional Information Write to: Copies of this report may be purchased from: GEOLOGICAL SURVEY U.S. GEOLOGICAL SURVEY Open-File Services Section Post Office Box 2857 Branch of Distribution Box 25425, Federal Center Raleigh, North Carolina 27602 Denver, Colorado 80225 Preface Ground water is one of North Carolina's This report was prepared as an aid to most valuable natural resources. It is the developing a better understanding of the primary source-of water supplies in rural areas ground-water resources of the State. It and is also widely used by industries and consists of 46 essays grouped into five parts. municipalities, especially in the Coastal Plain. The topics covered by these essays range from However, its use is not increasing in proportion the most basic aspects of ground-water to the growth of the State's population and hydrology to the identification and correction economy. Instead, the present emphasis in of problems that affect the operation of supply water-supply development is on large regional wells. The essays were designed both for self systems based on reservoirs on large streams. study and for use in workshops on ground- The value of ground water as a resource not water hydrology and on the development and only depends on its widespread occurrence operation of ground-water supplies. -
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). -
Surface Water and Groundwater Interactions in Traditionally Irrigated Fields in Northern New Mexico, U.S.A
water Article Surface Water and Groundwater Interactions in Traditionally Irrigated Fields in Northern New Mexico, U.S.A. Karina Y. Gutiérrez-Jurado 1, Alexander G. Fernald 2, Steven J. Guldan 3 and Carlos G. Ochoa 4,* 1 School of the Environment, Flinders University, Bedford Park, SA 5042, Australia; karina.gutierrez@flinders.edu.au 2 Water Resources Research Institute, New Mexico State University, Las Cruces, NM 88003, USA; [email protected] 3 Sustainable Agriculture Science Center, New Mexico State University, Alcalde, NM 87511, USA; [email protected] 4 Department of Animal and Rangeland Sciences, Oregon State University, Corvallis, OR 97331, USA * Correspondence: [email protected]; Tel.: +1-541-737-0933 Academic Editor: Ashok K. Chapagain Received: 18 December 2016; Accepted: 3 February 2017; Published: 10 February 2017 Abstract: Better understanding of surface water (SW) and groundwater (GW) interactions and water balances has become indispensable for water management decisions. This study sought to characterize SW-GW interactions in three crop fields located in three different irrigated valleys in northern New Mexico by (1) estimating deep percolation (DP) below the root zone in flood-irrigated crop fields; and (2) characterizing shallow aquifer response to inputs from DP associated with irrigation. Detailed measurements of irrigation water application, soil water content fluctuations, crop field runoff, and weather data were used in the water budget calculations for each field. Shallow wells were used to monitor groundwater level response to DP inputs. The amount of DP was positively and significantly related to the total amount of irrigation water applied for the Rio Hondo and Alcalde sites, but not for the El Rito site. -
Estimation of the Base Flow Recession Constant Under Human Interference Brian F
WATER RESOURCES RESEARCH, VOL. 49, 7366–7379, doi:10.1002/wrcr.20532, 2013 Estimation of the base flow recession constant under human interference Brian F. Thomas,1 Richard M. Vogel,2 Charles N. Kroll,3 and James S. Famiglietti1,4,5 Received 28 January 2013; revised 27 August 2013; accepted 13 September 2013; published 15 November 2013. [1] The base flow recession constant, Kb, is used to characterize the interaction of groundwater and surface water systems. Estimation of Kb is critical in many studies including rainfall-runoff modeling, estimation of low flow statistics at ungaged locations, and base flow separation methods. The performance of several estimators of Kb are compared, including several new approaches which account for the impact of human withdrawals. A traditional semilog estimation approach adapted to incorporate the influence of human withdrawals was preferred over other derivative-based estimators. Human withdrawals are shown to have a significant impact on the estimation of base flow recessions, even when withdrawals are relatively small. Regional regression models are developed to relate seasonal estimates of Kb to physical, climatic, and anthropogenic characteristics of stream-aquifer systems. Among the factors considered for explaining the behavior of Kb, both drainage density and human withdrawals have significant and similar explanatory power. We document the importance of incorporating human withdrawals into models of the base flow recession response of a watershed and the systemic downward bias associated with estimates of Kb obtained without consideration of human withdrawals. Citation: Thomas, B. F., R. M. Vogel, C. N. Kroll, and J. S. Famiglietti (2013), Estimation of the base flow recession constant under human interference, Water Resour. -
NRSM 385 Syllabus for Watershed Hydrology V200114 Spring 2020
NRSM 385 Syllabus for Watershed Hydrology v200114 Spring 2020 NRSM (385) Watershed Hydrology Instructor: Teaching Assistant: Kevin Hyde Shea Coons CHCB 404 CHCB 404 [email protected] [email protected] Course Time & Location: Office Hours: (or by appointment) Tue/Thu 0800 – 0920h Kevin: Tue & Thu, 1500 – 1600h Natural Science 307 Shea: Wed & Fri, 1200 – 1300h Recommended course text: Physical Hydrology by SL Dingman, 2002 (2nd edition). Other readings as assigned. Additional course information and materials will be posted on Moodle: umonline.umt.edu Science of water resource management in the 21st Century: Sustainability of all life requires fundamental changes in hydrologic science and water resource management. Forty percent of the Earth’s ever-increasing population lives in areas of water scarcity, where the available supply cannot meet basic needs. Water pollution from human activities and increasing water withdrawals for human use impair and threaten entire ecosystems upon which human survival depends. Climate change increases environmental variability, exacerbating drought in some regions while leading to greater hydrologic hazards in others. Higher intensity and more frequent storms generate flooding that is especially destructive in densely developed areas of and where ecosystems are already compromised. Sustainable water resource management starts with scientifically sound management of forested landscapes. Eighty percent of fresh water supplies in the US originate on forested lands, providing over 60% of municipal drinking water. Forests also account for significant portions of biologically complex and vital ecosystems. Multiple land use activities including logging, agriculture, industry, mining, and urban development compromise forest ecosystems and threaten aquatic ecosystems and freshwater supplies. -
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. -
Reference-Evapotranspiration-Report
BUREAU OF METEOROLOGY REFERENCE EVAPOTRANSPIRATION CALCULATIONS C.P. Webb FEBRUARY 2010 ABBREVIATIONS ADAM Australian Data Archive for Meteorology ASCE American Society of Civil Engineers AWS Automatic Weather Station BoM Bureau of Meteorology CAHMDA Catchment-scale Hydrological Modelling and Data Assimilation CRCIF Cooperative Research Centre for Irrigation Futures FAO56-PM equation United Nations Food and Agriculture Organisation’s adapted Penman-Monteith equation recommended in Irrigation and Drainage Paper No. 56 (Allen et al. 1998) ETo Reference Evapotranspiration QLDCSC Queensland Climate Services Centre of the BoM SACSC South Australian Climate Services Centre of the BoM VICCSC Victorian Climate Services Centre of the BoM ii CONTENTS Page Abbreviations ii Contents iii Tables iv Abstract 1 Introduction 1 The FAO56-PM equation 2 Input Data 6 Missing Data 10 Pan Evaporation Data 10 References 14 Glossary 16 iii TABLES I. Accuracies of BoM weather station sensors. II. Input data required to compute parameters of the FAO56-PM equation. III. Correlation between daily evaporation data and daily ETo data. iv BUREAU OF METEOROLOGY REFERENCE EVAPOTRANSPIRATION CALCULATIONS C. P. Webb Climate Services Centre, Queensland Regional Office, Bureau of Meteorology ABSTRACT Reference evapotranspiration (ETo) data is valuable for a range of users, including farmers, hydrologists, agronomists, meteorologists, irrigation engineers, project managers, consultants and students. Daily ETo data for 399 locations in Australia will become publicly available on the Bureau of Meteorology’s (BoM’s) website (www.bom.gov.au) in 2010. A computer program developed in the South Australian Climate Services Centre of the BoM (SACSC) is used to calculate these figures daily. Calculations are made using the adapted Penman-Monteith equation recommended by the United Nations Food and Agriculture Organisation (FAO56-PM equation).