Effects of Irrigation Performance on Water Balance: Krueng Baro Irri- Gation Scheme (Aceh-Indonesia) As a Case Study
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Sediment Transport Model for a Surface Irrigation System
Hindawi Publishing Corporation Applied and Environmental Soil Science Volume 2013, Article ID 957956, 10 pages http://dx.doi.org/10.1155/2013/957956 Research Article Sediment Transport Model for a Surface Irrigation System Damodhara R. Mailapalli,1 Narendra S. Raghuwanshi,2 and Rajendra Singh2 1 BiologicalSystemsEngineering,UniversityofWisconsin,Madison,WI53706,USA 2 Agricultural and Food Engineering Department, Indian Institute of Technology, Kharagpur 721302, India Correspondence should be addressed to Damodhara R. Mailapalli; [email protected] Received 16 March 2013; Revised 25 June 2013; Accepted 11 July 2013 Academic Editor: Keith Smettem Copyright © 2013 Damodhara R. Mailapalli et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Controlling irrigation-induced soil erosion is one of the important issues of irrigation management and surface water impairment. Irrigation models are useful in managing the irrigation and the associated ill effects on agricultural environment. In this paper, a physically based surface irrigation model was developed to predict sediment transport in irrigated furrows by integrating an irrigation hydraulic model with a quasi-steady state sediment transport model to predict sediment load in furrow irrigation. The irrigation hydraulic model simulates flow in a furrow irrigation system using the analytically solved zero-inertial overland flow equations and 1D-Green-Ampt, 2D-Fok, and Kostiakov-Lewis infiltration equations. Performance of the sediment transport model wasevaluatedforbareandcroppedfurrowfields.Theresultsindicated that the sediment transport model can predict the initial sediment rate adequately, but the simulated sediment rate was less accurate for the later part of the irrigation event. -
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 -
Subsurface Drip Irrigation (Sdi) Systems
NETAFIM USA SUBSURFACE DRIP IRRIGATION (SDI) SYSTEMS ADVANCED DRIP/MICRO IRRIGATION TECHNOLOGIES SUBSURFACE DRIP IRRIGATION QUALITY AND DEPENDABILITY FROM THE LEADERS IN DRIP IRRIGATION For over 50 years, growers world-wide have counted on Netafim for the most reliable, cost-effective and efficient ways to deliver water, nutrients and chemicals to their crops. This tradition continues with subsurface drip irrigation (SDI), the most advanced method for irrigating agricultural crops. With proper management of water and nutrients, a subsurface drip irrigation system can deliver maximum yields and optimal water use efficiencies. Drip irrigation, whether surface or subsurface, often results in increased production and yields as well as increased quality and uniformity. It provides more efficient use of the applied water resulting in substantial water savings. The flexibility of drip irrigation increases a grower’s ability to farm marginal land. WHAT IS SUBSURFACE DRIP IRRIGATION (SDI)? Subsurface drip irrigation is a variation on traditional drip irrigation where the dripline (tubing and drippers) is buried beneath the soil surface, rather than laid on the ground, supplying water directly to the roots. The depth and distance the dripline is placed depends on the soil type and the plant’s root structure. SDI is more than an irrigation system, it is a root zone management tool. Fertilizer can be applied to the root zone in a quantity when it will be most beneficial - resulting in greater use efficiencies and better crop performance. SUBSURFACE DRIP IRRIGATION (SDI) ADVANTAGES The key benefit of a surface micro-irrigation system is to apply low volumes of water and nutrients uniformly to every plant across the entire field. -
Using Water Balance Models to Approximate the Effects of Climate Change on Spring Catchment Discharge: Mt
USING WATER BALANCE MODELS TO APPROXIMATE THE EFFECTS OF CLIMATE CHANGE ON SPRING CATCHMENT DISCHARGE: MT. HANANG, TANZANIA Randall E. Fish A THESIS Submitted in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE Geology MICHIGAN TECHNOLOGICAL UNIVERSITY 2011 © 2011 Randall E. Fish UMI Number: 1492078 All rights reserved INFORMATION TO ALL USERS The quality of this reproduction is dependent upon the quality of the copy submitted. In the unlikely event that the author did not send a complete manuscript and there are missing pages, these will be noted. Also, if material had to be removed, a note will indicate the deletion. UMI 1492078 Copyright 2011 by ProQuest LLC. All rights reserved. This edition of the work is protected against unauthorized copying under Title 17, United States Code. ProQuest LLC 789 East Eisenhower Parkway P.O. Box 1346 Ann Arbor, MI 48106-1346 This thesis, “Using Water Balance Models to Approximate the Effects of Climate Change on Spring Catchment Discharge: Mt. Hanang, Tanzania,” is hereby approved in partial fulfillment of the requirements for the Degree of MASTER OF SCIENCE IN GEOLOGY. Department of Geological and Mining Engineering and Sciences Signatures: Thesis Advisor _________________________________________ Dr. John Gierke Department Chair _________________________________________ Dr. Wayne Pennington Date _________________________________________ TABLE OF CONTENTS LIST OF FIGURES ........................................................................................................... -
Water Balances
On website waterlog.info Agricultural hydrology is the study of water balance components intervening in agricultural water management, especially in irrigation and drainage/ Illustration of some water balance components in the soil Contents • 1. Water balance components • 1.1 Surface water balance 1.2 Root zone water balance 1.3 Transition zone water balance 1.4 Aquifer water balance • 2. Speficic water balances 2.1 Combined balances 2.2 Water table outside transition zone 2.3 Reduced number of zones 2.4 Net and excess values 2.5 Salt Balances • 3. Irrigation and drainage requirements • 4. References • 5. Internet hyper links Water balance components The water balance components can be grouped into components corresponding to zones in a vertical cross-section in the soil forming reservoirs with inflow, outflow and storage of water: 1. the surface reservoir (S) 2. the root zone or unsaturated (vadose zone) (R) with mainly vertical flows 3. the aquifer (Q) with mainly horizontal flows 4. a transition zone (T) in which vertical and horizontal flows are converted The general water balance reads: • inflow = outflow + change of storage and it is applicable to each of the reservoirs or a combination thereof. In the following balances it is assumed that the water table is inside the transition zone. If not, adjustments must be made. Surface water balance The incoming water balance components into the surface reservoir (S) are: 1. Rai - Vertically incoming water to the surface e.g.: precipitation (including snow), rainfall, sprinkler irrigation 2. Isu - Horizontally incoming surface water. This can consist of natural inundation or surface irrigation The outgoing water balance components from the surface reservoir (S) are: 1. -
4. Drainage of Irrigated Lands
ARBA MINCH UNIVERSITY Water Technology Institute Faculty of Meteorology and Hydrology Course Name:-Irrigated Lands Hydrology Course Code:- MHH1403 CHAPTER FOUR DRAINAGE OF IRRIGATED LANDS Prepared by: Tegegn T.(MSc.) Hydrology Objectives of the chapter • By the end of the session, the student will able to: – Understand what we mean by Agricultural drainage – Understand causes of excess water in agricultural lands – Know Problems and effects of poor drainage – Understand need of drainage – Know different types of drainage 4/21/2020 2 4.1 Definition of Drainage • Good water management of an irrigation scheme not only requires proper water application but also a proper drainage system. • Agricultural drainage can be defined as the removal of excess surface water and/or the lowering of the groundwater table below the root zone in order to improve plant growth. 4/21/2020 3 Cont… Class activity • Be in group and discuss on following topics – Causes of excess water or rise of water table – What are the effects of poor drainage – Why drainage is needed? 4/21/2020 4 Causes of excess water or rise of WT: • Natural Causes: – Poor natural drainage of the subsoil – Submergence under floods – Deep percolation from rainfall – Drainage water coming from adjacent areas. • Artificial Causes: – High intensity of irrigated agriculture irrespective of the soil or subsoil – Heavy seepage losses from unlined canals – Enclosing irrigated fields with embankments – Non-maintenance of natural drainages or blocking of natural drainages channels by roads. – the extra water applied for the flushing away of 4/21/2020 salts from the root zone. 5 4.2 Problems and effects of poor drainage • Drainage problem could be: – Surface drainage problem ---- when excess water builds up the water table and reaches to the ground level (i.e. -
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. -
Potential Groundwater Recharge for the State of Minnesota Using the Soil-Water-Balance Model, 1996–2010
Prepared in cooperation with the Minnesota Pollution Control Agency Potential Groundwater Recharge for the State of Minnesota Using the Soil-Water-Balance Model, 1996–2010 Scientific Investigations Report 2015–5038 U.S. Department of the Interior U.S. Geological Survey Cover. Map showing mean annual potential recharge rates from 1996−2010 based on results from the Soil-Water-Balance model for Minnesota. Potential Groundwater Recharge for the State of Minnesota Using the Soil-Water- Balance Model, 1996–2010 By Erik A. Smith and Stephen M. Westenbroek Prepared in cooperation with the Minnesota Pollution Control Agency Scientific Investigations Report 2015–5038 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior SALLY JEWELL, Secretary U.S. Geological Survey Suzette M. Kimball, Acting Director U.S. Geological Survey, Reston, Virginia: 2015 For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment—visit http://www.usgs.gov or call 1–888–ASK–USGS. For an overview of USGS information products, including maps, imagery, and publications, visit http://www.usgs.gov/pubprod/. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this information product, for the most part, is in the public domain, it also may contain copyrighted materials as noted in the text. Permission to reproduce copyrighted items must be secured from the copyright owner. Suggested citation: Smith, E.A., and Westenbroek, S.M., 2015, Potential groundwater recharge for the State of Minnesota using the Soil-Water-Balance model, 1996–2010: U.S. -
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 -
IRRIGATION WATER BALANCE FUNDAMENTALS Charles M. Burt
“Irrigation Water Balance Fundamentals”. 1999. Conference on Benchmarking Irrigation System Performance Using Water Measurement and Water Balances. San Luis Obispo, CA. March 10. USCID, Denver, Colo. pp. 1-13. http://www.itrc.org/papers/pdf/irrwaterbal.pdf ITRC Paper 99-001 IRRIGATION WATER BALANCE FUNDAMENTALS Charles M. Burt1 ABSTRACT Water balances are essential for making wise decisions regarding water conservation and water management. The paper defines the essential ingredients of water balances, and distinguishes between farm and district-level balances. An example of a hypothetical district-level balance is provided. The importance of listing confidence intervals is highlighted. Classic errors in water balance determination are noted. CONCEPT OF A WATER BALANCE A "water balance" is an accounting of all water volumes that enter and leave a 3- dimensioned space (Fig. 1) over a specified period of time. Changes in internal water storage must also be considered. Both the spatial and temporal boundaries of a water balance must be clearly defined in order to compute and to discuss a water balance. A complete water balance is not limited to only irrigation water or rainwater or groundwater, etc., but includes all water that enters and leaves the spatial boundaries. Fig 1. A Water Balance Requires the Definition of 3-D and Temporal Boundaries, and All Inflows and Outflows Across Those Boundaries As Well As the Change in Storage Within Those Boundaries. 1 Professor and Director, Irrigation Training and Research Center (ITRC), BioResource and Agricultural Engineering Dept., California Polytechnic State Univ. (Cal Poly), San Luis Obispo, CA 93407 ([email protected]). Irrigation Training and Research Center - www.itrc.org “Irrigation Water Balance Fundamentals”. -
Water Balance and Evapotranspiration Monitoring in Geotechnical and Geoenvironmental Engineering
Geotech Geol Eng DOI 10.1007/s10706-008-9198-z ORIGINAL PAPER Water Balance and Evapotranspiration Monitoring in Geotechnical and Geoenvironmental Engineering Yu-Jun Cui Æ Jorge G. Zornberg Received: 21 July 2005 / Accepted: 19 September 2007 Ó Springer Science+Business Media B.V. 2008 Abstract Among the various components of the Keywords Evapotranspiration Á Water balance Á water balance, measurement of evapotranspiration Cover system Á Unsaturated soils Á has probably been the most difficult component to Measurement quantify and measure experimentally. Some attempts for direct measurement of evapotranspiration have included the use of weighing lysimeters. However, 1 Introduction quantification of evapotranspiration has been typi- cally conducted using energy balance approaches or The interaction between ground surface and the indirect water balance methods that rely on quanti- atmosphere has not been frequently addressed in fication of other water balance components. This geotechnical practice. Perhaps the applications where paper initially presents the fundamental aspects of such evaluations have been considered the most are evapotranspiration as well as of its evaporation and in the evaluation of landslides induced by loss of transpiration components. Typical methods used for suction due to precipitations (e.g., Alonso et al. 1995; prediction of evapotranspiration based on meteoro- Shimada et al. 1995; Cai and Ugai 1998; Fourie et al. logical information are also discussed. The current 1998; Rahardjo et al. 1998). Yet, the quantification trend of using evapotranspirative cover systems for and measurement of evapotranspiration has recently closure of waste containment facilities located in arid received renewed interest. This is the case, for climates has brought renewed needs for quantification example, due to the design of evapotranspirative of evapotranspiration. -
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.