Irrigation & Drainage
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Groundwater Recharge from a Changing Landscape
ST. ANTHONY FALLS LABORATORY Engineering, Environmental and Geophysical Fluid Dynamics Project Report No. 490 Groundwater Recharge from a Changing Landscape by Timothy Erickson and Heinz G. Stefan Prepared for Minnesota Pollution Control Agency St. Paul, Minnesota May, 2007 Minneapolis, Minnesota The University of Minnesota is committed to the policy that all persons shall have equal access to its programs, facilities, and employment without regard to race, religion, color, sex, national origin, handicap, age or veteran status. 2 Abstract Urban development of rural and natural areas is an important issue and concern for many water resource management organizations and wildlife organizations. Change in groundwater recharge is one of the many effects of urbanization. Groundwater supplies to streams are necessary to sustain cold water organisms such as trout. An investigation of the changes of groundwater recharge associated with urbanization of rural and natural areas was conducted. The Vermillion River watershed, which is both a world class trout stream and on the fringes of the metro area of Minneapolis and St. Paul, Minnesota, was used for a case study. Substantial changes in groundwater recharge could destroy the cold water habitat of trout. In this report we give first an overview of different methods available to estimate recharge. We then present in some detail two models to quantify the changes in recharge that can be expected in a developing area. We finally apply these two models to a tributary watershed of the Vermillion River. In this report we discuss several techniques that can be used to estimate groundwater recharge: (1) the recession-curve-displacement method and (2) the base-flow-separation method that both use only streamflow records (Rutledge 1993, Lee and Chen 2003); (3) a recharge map developed by the USGS for the state of Minnesota (Lorenz and Delin 2007); (4) a minimal recharge map developed by the Minnesota Geological Survey using statistical methods (Ruhl et al. -
Miami-Dade County Drainage and Canals Flood Complaint Form
MIAMI-DADE COUNTY DRAINAGE AND CANALS FLOOD COMPLAINT FORM Service Request # _____________ Complaint Date Time AM PM Resident/Complainant Name Address Telephone Nearest Street Intersection of Flooding or Location of Flooding Is this the first time you report this? Yes No If No, date PLEASE SELECT ONLY ONE (1) COMPLAINT TYPE AND ANSWER RELATED QUESTIONS FOR BETTER SERVICE Type of Complaint 302 Clogged Storm Drain Is the water on top of drain now? Yes No How long does it take for the water to drain? What is the exact location of the drain? Is the area a new development? Yes No Was there a recent drainage project in the area? Yes No 303 Standing Water (No Drain) How deep is the water? How hard did it rain? Light Moderate Heavy Is your property flooded? Yes No Is your property in a new development? Yes No Where is the nearest drain? Flooding/Standing Water (Localized) Is the water flooding the inside of your residence? Yes No Is the water in your driveway / swale? Yes No Is the water across the roadway? Yes No Is it affecting traffic? Yes No How long does the water remain after rainfall? Page 1 of 2 MIAMI-DADE COUNTY DRAINAGE AND CANALS FLOOD COMPLAINT FORM Canal Complaints Solid waste (floating debris, bottles, cans, etc.) present Aquatic vegetation overgrown Needs mowing / treating vegetation on canal bank Bank instability due to Erosion / Collapses are present Culvert cleaning needed Damaged culvert / Headwall Encroachment of Easement / Right of Way Cutting / trimming of trees on a canal Right of Way needed Damaged Guardrails / Fence Canal Signs damaged / down Other Other Nature of Complaint For more information, call (305) 372-6688 Page 2 of 2 . -
Acid Sulfate Soil Materials
Site contamination —acid sulfate soil materials Issued November 2007 EPA 638/07: This guideline has been prepared to provide information to those involved in activities that may disturb acid sulfate soil materials (including soil, sediment and rock), the identification of these materials and measures for environmental management. What are acid sulfate soil materials? Acid sulfate soil materials is the term applied to soils, sediment or rock in the environment that contain elevated concentrations of metal sulfides (principally pyriteFeS2 or monosulfides in the form of iron sulfideFeS), which generate acidic conditions when exposed to oxygen. Identified impacts from this acidity cause minerals in soils to dissolve and liberate soluble and colloidal aluminium and iron, which may potentially impact on human health and the environment, and may also result in damage to infrastructure constructed on acid sulfate soil materials. Drainage of peaty acid sulfate soil material also results in the substantial production of the greenhouse gases carbon dioxide (CO2) and nitrous oxide (N2O). The oxidation of metal sulfides is a function of natural weathering processes. This process is slow however, and, generally, weathering alone does not pose an environmental concern. The rate of acid generation is increased greatly through human activities which expose large amounts of soil to air (eg via excavation processes). This is most commonly associated with (but not necessarily confined to) mining activities. Soil horizons that contain sulfides are called ‘sulfidic materials’ (Isbell 1996; Soil Survey Staff 2003) and can be environmentally damaging if exposed to air by disturbance. Exposure results in the oxidation of pyrite. This process transforms sulfidic material to sulfuric material when, on oxidation, the material develops a pH 4 or less (Isbell 1996; Soil Survey Staff 2003). -
Landscape Irrigation Best Management Practices
IRRIGATION ASSOCIATION & AMERICAN SOCIETY OF IRRIGATION CONSULTANTS Landscape Irrigation Best Management Practices May 2014 Prepared by the Irrigation Association and American Society of Irrigation Consultants Chairman: John W. Ossa, CID, CLIA, Irrigation Essentials, Mill Valley, California Editor: Melissa Baum‐Haley, PhD, Municipal Water District of Orange County, Fountain Valley, California Committee Contributors (in alphabetical order): James Barrett, FASIC, CID, CLIA, James Barrett Associates LLC, Roseland, New Jersey Melissa Baum‐Haley, PhD, Municipal Water District of Orange County, Fountain Valley, California Carol Colein, American Society of Irrigation Consultants, East Lansing, Michigan David D. Davis, FASIC, David D. Davis and Associates, Crestline, California Brent Q. Mecham, CAIS, CGIA, CIC, CID, CLIA, CLWM, Irrigation Association, Falls Church, Virginia John W. Ossa, CID, CLIA, Irrigation Essentials, Mill Valley, California Dennis Pittenger, Cooperative Extension, U.C. Riverside, Riverside, California Corbin Schneider, ASIC, RLA, CLIA, Verde Design, Inc., Santa Clara, California The Irrigation Association and the American Society of Irrigation Consultants have developed the Landscape Irrigation Best Management Practices for landscape and irrigation professionals and policy makers who must preserve and extend the water supply while protecting water quality. The BMPs will aid key stakeholders (policy makers, water purveyors, designers, installation and maintenance contractors, and consumers) to develop and implement appropriate -
Drainage Water Management R
doi:10.2489/jswc.67.6.167A RESEARCH INTRODUCTION Drainage water management R. Wayne Skaggs, Norman R. Fausey, and Robert O. Evans his article introduces a series of the most productive in the world. Drainage needed. Drainage water management, or papers that report results of field ditches or subsurface drains (tile or plastic controlled drainage, emerged as an effec- T studies to determine the effec- drain tubing) are used to remove excess tive practice for reducing losses of N in tiveness of drainage water management water and lower water tables, improve traf- drainage waters in the 1970s and 1980s. (DWM) on conserving drainage water ficability so that field operations can be The practice is inherently based on the and reducing losses of nitrogen (N) to sur- done in a timely manner, prevent water fact that the same drainage intensity is face waters. The series is focused on the logging, and increase yields. Drainage is not required all the time. It is possible to performance of the DWM (also called also needed to manage soil salinity in irri- dramatically reduce drainage rates during controlled drainage [CD]) practice in the gated arid and semiarid croplands. some parts of the year, such as the winter US Midwest, where N leached from mil- Drainage has been used to enhance crop months, without negatively affecting crop lions of acres of cropland contributes to production since the time of the Roman production. Drainage water management surface water quality problems on both Empire, and probably earlier (Luthin may also be used after the crop is planted local and national scales. -
The Groundwater Recharge Function of Small Wetlands in the Semi-Arid Northern Prairies
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Great Plains Research: A Journal of Natural and Social Sciences Great Plains Studies, Center for Spring 1998 The Groundwater Recharge Function of Small Wetlands in the Semi-Arid Northern Prairies Garth van der Kamp National Hydrology Research Institute, Environment Canada Masaki Hayashi University of Calgary, Canada Follow this and additional works at: https://digitalcommons.unl.edu/greatplainsresearch Part of the Other International and Area Studies Commons van der Kamp, Garth and Hayashi, Masaki, "The Groundwater Recharge Function of Small Wetlands in the Semi-Arid Northern Prairies" (1998). Great Plains Research: A Journal of Natural and Social Sciences. 366. https://digitalcommons.unl.edu/greatplainsresearch/366 This Article is brought to you for free and open access by the Great Plains Studies, Center for at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Great Plains Research: A Journal of Natural and Social Sciences by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. Great Plains Research 8 (Spring 1998):39-56 © Copyright by the Center for Great Plains Studies THE GROUNDWATER RECHARGE FUNCTION OF SMALL WETLANDS IN THE SEMI-ARID NORTHERN PRAIRIES Garth van der Kamp National Hydrology Research Institute, Environment Canada 11 Innovation Boulevard, Saskatoon, SK Canada S7N 3H5 and Masaki Hayashi Department ofGeology and Geophysics, University of Calgary 2500 University Drive, Calgary, AB Canada T2N IN4 Abstract. Small wetlands in the semi-arid northern prairie region are focal pointsfor groundwater recharge. Hence the groundwater recharge function of the wetlands is an important consideration in development of wetland conservation policies. -
Benefits of Irrigation Management and Conservation
BENEFITS OF IRRIGATION MANAGEMENT AND CONSERVATION GARY L. HAWKINS UNIVERSITY OF GEORGIA WATER RESOURCE MANAGEMENT SPECIALIST ALL ABOUT IRRIGATION 7 MARCH 2O18 WATER CONSERVATION? • WHAT IS A DEFINITION? • USING LESS WATER? • SAVING THE WATER WE HAVE? • STORING WATER FOR LATER USE? • INCREASING WATER HOLDING CAPACITY OF SOIL? • INCREASING INFILTRATION? • REDUCING WASTING? WATER CONSERVATION BEING KNOWLEDGEABLE OF THE AVAILABLE WATER THAT WE HAVE TODAY AND TAKING ACTION TO PROTECT ALL SOURCES OF WATER IN ORDER THAT THERE IS PLENTY FOR USE BY EVERYONE, EVERYTHING AND AVAILABLE WHEN NEEDED THE MOST. HYDROLOGY PRINCIPLES • HYDROLOGY – THE GENERAL SCIENCE/STUDY OF WATER “THE SCIENCE THAT TREATS WATERS OF THE EARTH, THEIR OCCURRENCE, CIRCULATION, AND DISTRIBUTION, THEIR CHEMICAL AND PHYSICAL PROPERTIES, AND THEIR REACTION WITH THEIR ENVIRONMENT, INCLUDING THEIR RELATION TO LIVING THINGS” (PRESIDENTIAL SCIENCE AND POLICY COUNCIL, 1959). “THE SCIENCE THAT DEALS WITH THE PROCESSES GOVERNING THE DEPLETION AND REPLENISHMENT OF THE WATER RESOURCES OF THE LAND AREAS OF THE EARTH” (WISLER AND BRATER, HYDROLOGY, 1959, JOHN WILEY AND SONS) HYDROLOGIC CYCLE: Evaporation Interception Infiltration Precipitation Surface Runoff Evaporation Depression Storage Infiltration Evapotranspiration Soil moisture Maintain Infiltration storage dry-weather streamflow Ground water Return to reservoir ocean Infiltration ET Surface Streamflow Runoff generation Return to ocean Irrigation Losses INCREASING INFILTRATION? And - Thereby Reduce Runoff? VIRGINIA NRCS MOST POPULAR -
Global Experience on Irrigation Management Under Different Scenarios
DOI: 10.1515/jwld-2017-0011 © Polish Academy of Sciences (PAN), Committee on Agronomic Sciences JOURNAL OF WATER AND LAND DEVELOPMENT Section of Land Reclamation and Environmental Engineering in Agriculture, 2017 2017, No. 32 (I–III): 95–102 © Institute of Technology and Life Sciences (ITP), 2017 PL ISSN 1429–7426 Available (PDF): http://www.itp.edu.pl/wydawnictwo/journal; http://www.degruyter.com/view/j/jwld Received 30.10.2016 Reviewed 01.12.2016 Accepted 06.12.2016 A – study design Global experience on irrigation management B – data collection C – statistical analysis D – data interpretation under different scenarios E – manuscript preparation F – literature search Mohammad VALIPOUR ABCDEF Islamic Azad University, Kermanshah Branch, Young Researchers and Elite Club, Imam Khomeini Campus, Farhikhtegan Bld. Shahid Jafari St., Kermanshah, Iran; e-mail: [email protected] For citation: Valipour M. 2017. Global experience on irrigation management under different scenarios. Journal of Water and Land Development. No. 32 p. 95–102. DOI: 10.1515/jwld-2017-0011. Abstract This study aims to assess global experience on agricultural water management under different scenarios. The results showed that trend of permanent crops to cultivated area, human development index (HDI), irrigation wa- ter requirement, and percent of total cultivated area drained is increasing and trend of rural population to total population, total economically active population in agriculture to total economically active population, value added to gross domestic production (GDP) by agriculture, and the difference between national rainfall index (NRI) and irrigation water requirement is decreasing. The estimating of area equipped for irrigation in 2035 and 2060 were studied acc. -
RI DEM/Agriculture Best Management Practices Irrigation
Rhode Island Department of Environmental Management/Division of Agriculture Best Management Practices Irrigation Management Irrigation Systems Irrigation practices are widely used by fruit growers, nursery, green house and vegetable growers alike. Chemigation, the practice of applying fertilizers and or pesticides to crops through irrigation systems, is also used by some farmers. Chemigation can allow nutrients and pesticides to be timed according to crop needs rather than physical application constraints, but ease of application may lead to overuse. Plant nutrients applied through chemigation must only be used within accordance of an approved pest and pesticide management plan. This should incorporate the principles of Integrated Pest Management (IPM). With irrigation, there is a potential for movement of pollutants such as sediments, organic solids, pesticides, metals, micro organisms, salts and nutrients from the land into ground and surface water. Minimizing the discharge of pollutants while reducing water waste and improving water use efficiency are the goals of irrigation management. Setting up an irrigation management plan will help to address irrigation scheduling practices, efficient application, proper utilization of tail-water, drainage and runoff, and backflow prevention. Determining and controlling the rate, amount and timing of irrigation water in a planned and efficient manner is essential for water conservation. Careful irrigation management can minimize leaching and reduce the potential for pesticide and nutrient contamination of groundwater and decrease runoff, erosion, and transport of nutrients and pesticides to surface water. An irrigation system may be portable, or it may be established on the land to be irrigated. System components may include wells, a storage reservoir, a conveyance system, a sprinkler or trickle system, suitable pumps and a recycle storage pond to capture irrigation water down slope of the operation. -
17 Major Drainage Basins
HUC 8 HYDROLOGIC UNIT NAME CLINTON 04120101 Chautauqua-Conneaut FRANKLIN 04150409 CHAMPLAIN MASSENA FORT COVINGTON MOOERS ST LAWRENCE CLINTON 04120102 Cattaraugus BOMBAY WESTVILLE CONSTABLE CHATEAUGAY NYS Counties & BURKE LOUISVILLE 04120103 Buffalo-Eighteenmile BRASHER 04150308 CHAZY ALTONA ELLENBURG BANGOR WADDINGTON NORFOLK MOIRA 04120104 Niagara ESSEX MALONE DEC Regions JEFFERSON 6 04150307 BEEKMANTOWN MADRID 05010001 Upper Allegheny LAWRENCE BELLMONT STOCKHOLM DANNEMORA BRANDON DICKINSON PLATTSBURGH LEWIS OGDENSBURG CITY LISBON 05010002 Conewango 5 PLATTSBURGH CITY HAMILTON POTSDAM SCHUYLER FALLS SARANAC 05010004 French WARREN OSWEGATCHIE DUANE OSWEGO 04150306 PERU 04130001 Oak Orchard-Twelvemile CANTON PARISHVILLE ORLEANS WASHINGTON NIAGARA DE PEYSTER ONEIDA MORRISTOWN HOPKINTON WAVERLY PIERREPONT FRANKLIN 04140101 Irondequoit-Ninemile AUSABLE MONROE WAYNE BLACK BROOK FULTON SARATOGA DEKALB HERKIMER BRIGHTON GENESEE SANTA CLARA CHESTERFIELD 04140102 Salmon-Sandy ONONDAGA NYS Major 04150406 MACOMB 04150304 HAMMOND ONTARIO MADISON MONTGOMERY RUSSELL 04150102 Chaumont-Perch ERIE SENECA CAYUGA SCHENECTADY HERMON WILLSBORO ST ARMAND WILMINGTON JAY WYOMING GOUVERNEUR RENSSELAER ALEXANDRIA CLARE LIVINGSTON YATES 04130002 Upper Genesee OTSEGO ROSSIE COLTON CORTLAND ALBANY ORLEANS 04150301 04150404 SCHOHARIE ALEXANDRIA LEWIS 7 EDWARDS 04150408 CHENANGO FOWLER ESSEX 04130003 Lower Genesee 8 TOMPKINS CLAYTON SCHUYLER 9 4 THERESA 04150302 TUPPER LAKE HARRIETSTOWN NORTH ELBA CHAUTAUQUA CATTARAUGUS PIERCEFIELD 02050104 Tioga ALLEGANY STEUBEN -
Irrigation Management in Colorado: Survey Data and Findings By
Irrigation Management in Colorado: Survey Data and Findings by W. Marshall Frasier, Reagan M. Waskom, Dana L. Hoag, and Troy A. Bauder* Technical Report from the Agricultural Experiment Station, Colorado State University, April 1999. Frasier is Assistant Professor, Department of Agricultural and Resource Economics; Waskom is Extension Water Quality Specialist, Department of Soil and Crop Sciences; Hoag is Professor, Department of Agricultural and Resource Economics; and Bauder is Assistant Extension Specialist, Department of Soil and Crop Sciences; all Colorado State University, Fort Collins. Acknowledgements Funding for this study was provided by the Water Center at Colorado State University, Colorado State University Cooperative Extension, Colorado State University Agricultural Experiment Station, and the Colorado Department of Agriculture. We thank the advisory committee who helped define the scope and nature of the survey instrument. We are also indebted to the farmer review panel who helped design the survey instrument and provided useful comments on the wording and presentation of questions in the survey. Special thanks are extended to Kristy Ring for her tireless hours of entering data and generating countless tables of summary information. Thanks also to Chuck Hudson and Lance Fretwell of the Colorado Agricultural Statistics Service for their work in identifying the sample and generating the mailing list for the survey. Israel Broner, Don Lybecker, and Danny Smith provided review and editorial comments of this report. Finally, we express gratitude and appreciation to the hundreds of producers in Colorado who donated their valuable time to respond to the survey. i TABLE OF CONTENTS ACKNOWLEDGEMENTS .............................................................................................. i TABLE OF CONTENTS ................................................................................................. ii EXECUTIVE SUMMARY ............................................................................................ -
Pine Knot Mine Drainage Tunnel –
QUANTITY AND QUALITY OF STREAM WATER DRAINING MINED AREAS OF THE UPPER SCHUYLKILL RIVER BASIN, SCHUYLKILL COUNTY, PENNSYLVANIA, USA, 2005-20071 Charles A. Cravotta III,2 and John M. Nantz Abstract: Hydrologic effects of abandoned anthracite mines were documented by continuous streamflow gaging coupled with synoptic streamflow and water- quality monitoring in headwater reaches and at the mouths of major tributaries in the upper Schuylkill River Basin, Pa., during 2005-2007. Hydrograph separation of the daily average streamflow for 10 streamflow-gaging stations was used to evaluate the annual streamflow characteristics for October 2005 through September 2006. Maps showing stream locations and areas underlain by underground mines were used to explain the differences in total annual runoff, base flow, and streamflow yields (streamflow/drainage area) for the gaged watersheds. For example, one stream that had the lowest yield (59.2 cm/yr) could have lost water to an underground mine that extended beneath the topographic watershed divide, whereas the neighboring stream that had the highest yield (97.3 cm/yr) gained that water as abandoned mine drainage (AMD). Although the stream-water chemistry and fish abundance were poor downstream of this site and others where AMD was a major source of streamflow, the neighboring stream that had diminished streamflow met relevant in-stream water-quality criteria and supported a diverse fish community. If streamflow losses could be reduced, natural streamflow and water quality could be maintained in the watersheds with lower than normal yields. Likewise, stream restoration could lead to decreases in discharges of AMD from underground mines, with potential for decreased metal loading and corresponding improvements in downstream conditions.