Soil Salinity Is a Major Global Issue Owing to Its Adverse Impact on Agricultural Productivity and Sustainability
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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. -
Outlettingdrainagesystems
MINNESOTA WETLAND RESTORATION GUIDE OUTLETTING DRAINAGE SYSTEMS TECHNICAL GUIDANCE DOCUMENT Document No.: WRG 4A-3 Publication Date: 10/14/2015 Table of Contents Introduction Application Design Considerations Construction Requirements Other Considerations Cost Maintenance Additional References INTRODUCTION be possible. However, strategies to address incoming drainage systems as part of restoration In Minnesota, wetlands planned for restoration are do exist and should be considered, when feasible. commonly drained by surface drainage ditches and These strategies include rerouting incoming subsurface drainage tile. These drainage systems drainage systems away from or around planned often extend upstream from planned restoration wetland restorations or when possible, outletting sites and provide drainage to neighboring lands them directly into planned wetlands or other not part of a restoration project. suitable areas within the restoration site. The restoration of wetlands in these types of APPLICATION drainage scenarios provides a number of design and construction challenges and may not always This Technical Guidance Document focuses on strategies to design effective and functional outlets within restoration sites for neighboring upstream drainage systems. The design of drainage system outlets will primarily be dependent on the type, location, elevation and grade of the drainage system as it approaches and enters the restoration site. If the approaching drainage system is steep enough in grade, then it may be possible to modify it and construct an effective and functional outlet directly onto the restoration site. The design will also be influenced by the general landscape of the planned outlet’s location and, if part of a wetland restoration, the type of wetland being restored. Figure 1. -
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. -
High Temperature Heat Pump Integration Using Zeotropic Working Fluids for Spray Drying Facilities
High Temperature Heat Pump Integration using Zeotropic Working Fluids for Spray Drying Facilities Benjamin Zühlsdorfa*, Fabian Bühlera, Roberta Mancinia, Stefano Cignittib, Brian Elmegaarda aDepartment of Mechanical Engineering, Technical University of Denmark, Nils Koppels Alle, Building 403, 2800 Kgs. Lyngby, Denmark bCAPEC-PROCSES, Department of Chemical and Biochemical Engineering, Technical University of Denmark, Søltofts Plads, Building 229, DK 2800 Kgs. Lyngby, Denmark Abstract This paper presents an analysis of high temperature heat pumps in the industrial sector and demonstrates the approach of using zeotropic mixtures to enhance the overall efficiency. Many energy intensive processes in industry, such as drying processes, require heat at a temperature above 100 °C and show a large potential to reuse the excess heat from exhaust gases. This study analyses a heat pump application with an improved integration by choosing the working fluid as a mixture in such a way, that the temperature glide during evaporation and condensation matches the temperature glide of the heat source and sink best possibly. Therefore, a set of six common working fluids is defined and the possible binary mixtures of these fluids are analyzed. The performance of the fluids is evaluated based on the energetic performance (COP) and the economic potential (NPV). The results show that the utilization of mixtures allows a heat pump application to preheat the drying air to 120 °C with a COP of 3.04 and a NPV of 0.997 Mio. €, which could reduce the natural gas consumption by 36 %. © 2017 Stichting HPC 2017. Selection and/or peer-review under responsibility of the organizers of the 12th IEA Heat Pump Conference 2017. -
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. -
Comments on “Is Condensation-Induced
JULY 2019 C O R R E S P O N D E N C E 2181 CORRESPONDENCE Comments on ‘‘Is Condensation-Induced Atmospheric Dynamics a New Theory of the Origin of the Winds?’’ a,b a,b,f c a d A. M. MAKARIEVA, V. G. GORSHKOV, A. D. NOBRE, A. V. NEFIODOV, D. SHEIL, e b P. NOBRE, AND B.-L. LI a Theoretical Physics Division, Petersburg Nuclear Physics Institute, Saint Petersburg, Russia b U.S. Department of Agriculture–China Ministry of Science and Technology Joint Research Center for AgroEcology and Sustainability, University of California, Riverside, Riverside, California c Centro de Ciencia^ do Sistema Terrestre, Instituto Nacional de Pesquisas Espaciais, São José dos Campos, Brazil d Faculty of Environmental Sciences and Natural Resource Management, Norwegian University of Life Sciences, Ås, Norway e Center for Weather Forecast and Climate Studies, Instituto Nacional de Pesquisas Espaciais, São José dos Campos, Brazil (Manuscript received 19 December 2018, in final form 27 May 2019) ABSTRACT Here we respond to Jaramillo et al.’s recent critique of condensation-induced atmospheric dynamics (CIAD). We show that CIAD is consistent with Newton’s laws while Jaramillo et al.’s analysis is invalid. To address implied objections, we explain our different formulations of ‘‘evaporative force.’’ The essential concept of CIAD is condensation’s role in powering atmospheric circulation. We briefly highlight why this concept is necessary and useful. 1. Introduction energy of wind (Makarieva and Gorshkov 2009, 2010; Makarieva et al. 2013b, 2014a). Jaramillo et al. (2018) critiqued our theory of Jaramillo et al. (2018) stated that CIAD modifies the condensation-induced atmospheric dynamics (CIAD). -
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. -
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. -
The Impact of Air Well Geometry in a Malaysian Single Storey Terraced House
sustainability Article The Impact of Air Well Geometry in a Malaysian Single Storey Terraced House Pau Chung Leng 1, Mohd Hamdan Ahmad 1,*, Dilshan Remaz Ossen 2, Gabriel H.T. Ling 1,* , Samsiah Abdullah 1, Eeydzah Aminudin 3, Wai Loan Liew 4 and Weng Howe Chan 5 1 Faculty of Built Environment and Surveying, Universiti Teknologi Malaysia, Johor 81300, Malaysia; [email protected] (P.C.L.); [email protected] (S.A.) 2 Department of Architecture Engineering, Kingdom University, Riffa 40434, Bahrain; [email protected] 3 School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, Johor 81300, Malaysia; [email protected] 4 School of Professional and Continuing Education, Faculty of Engineering, Universiti Teknologi Malaysia, Johor 81300, Malaysia; [email protected] 5 School of Computing, Faculty of Engineering, Universiti Teknologi Malaysia, Johor 81300, Malaysia; [email protected] * Correspondence: [email protected] (M.H.A.); [email protected] (G.H.T.L.); Tel.: +60-19-731-5756 (M.H.A.); +60-14-619-9363 (G.H.T.L.) Received: 3 September 2019; Accepted: 24 September 2019; Published: 16 October 2019 Abstract: In Malaysia, terraced housing hardly provides thermal comfort to the occupants. More often than not, mechanical cooling, which is an energy consuming component, contributes to outdoor heat dissipation that leads to an urban heat island effect. Alternatively, encouraging natural ventilation can eliminate heat from the indoor environment. Unfortunately, with static outdoor air conditioning and lack of windows in terraced houses, the conventional ventilation technique does not work well, even for houses with an air well. Hence, this research investigated ways to maximize natural ventilation in terraced housing by exploring the air well configurations. -
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 -
Effectiveness of Current Farming Systems in the Control of Dryland Salinity
Effectiveness of Current Farming Systems in the Control of Dryland Salinity Glen Walker, Mat Gilfedder and John Williams W. van Aken © CSIRO W. Why do we need to worry about dryland salinity? Dryland salinity is a serious problem in many parts of Australia, including the Murray-Darling Basin. In 1998, the Prime Minister’s Science, Engineering limit of 800 EC units for desirable drinking water, and Innovation Council estimated that the costs and create concern for its long-term sustainability of dryland salinity include $700 million in lost for urban water use. In some northern parts of the land and $130 million annually in lost Basin it is expected that river salinity will rise to production. The effects of dryland salinity include levels that seriously constrain the use of river increasing stream salinity, particularly across the water for irrigation. southern half of the Murray-Darling Basin, and The enormous level of intervention needed to losses of remnant vegetation, riparian zones and deal with dryland salinity, and the landscape’s wetland areas. Salinity is degrading rural towns slow response to any changes, mean that now and infrastructure, and crumbling building is the time to devise new ways to manage the foundations, roads and sporting grounds. problem. The problem is not under control—we can expect The government of Western Australia is the effects of dryland salinity to increase developing a dryland salinity action plan for that dramatically. For example, if we do not find and State. The Murray-Darling Basin Commission is implement effective solutions, over the next fifty currently setting in place a process to develop years the area of land affected by dryland salinity new natural resource management strategies to is likely to rise from the current 1.8 million address salinity issues in the Basin.