Spatial Modelling and Prediction of Soil Salinization Using Saltmod in a Gis Environment
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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. -
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. -
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 . -
Pages 406 To
397 SOIL SALINITY CONTROL UNDER BARLEY CULTIVATION USING A LABORATORY DRY DRAINAGE MODEL Shahab Ansari 1,*, Behrouz Mostafazadeh-Fard 2, Jahangir Abedi Koupai3 Abstract The drainage of agricultural fields is carried out in order to control soil salinity and the water table. Conventional drainage methods such as lateral drainage and interceptor drains have been used for many years. These methods increase agriculture production; but they are expensive and often cause environmental contaminations. One of the inexpensive and more environmental friendly methods that can be used in arid and semi-arid regions to remove excess salts from irrigated lands to non- irrigated or fallow lands is dry drainage. In the dry drainage method, natural soil system and the evaporation of fallow land is used to control soil salinity and the water table of irrigated land. There are few studies about dry drainage concepts. it is also important to study soil salt changes over time because of salt movements from irrigated areas to non-irrigated areas especially under plant cultivation. In this study a laboratory model which is able to simulate dry drainage was used to investigate soil salts transport under barley cultivation. The model was studied during the barley growing season and for a constant water table. During the growing season soil salinities of irrigated and non-irrigated areas were measured at different time. The Results showed that dry drainage can control the soil salinity of an irrigated area. The excess salts leached from an irrigated area and accumulated in the non-irrigated area and the leaching rate changed over time. -
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15 NOVEMBER 2006 A R O R A A N D B O E R 5875 The Temporal Variability of Soil Moisture and Surface Hydrological Quantities in a Climate Model VIVEK K. ARORA AND GEORGE J. BOER Canadian Centre for Climate Modelling and Analysis, Meteorological Service of Canada, University of Victoria, Victoria, British Columbia, Canada (Manuscript received 4 October 2005, in final form 8 February 2006) ABSTRACT The variance budget of land surface hydrological quantities is analyzed in the second Atmospheric Model Intercomparison Project (AMIP2) simulation made with the Canadian Centre for Climate Modelling and Analysis (CCCma) third-generation general circulation model (AGCM3). The land surface parameteriza- tion in this model is the comparatively sophisticated Canadian Land Surface Scheme (CLASS). Second- order statistics, namely variances and covariances, are evaluated, and simulated variances are compared with observationally based estimates. The soil moisture variance is related to second-order statistics of surface hydrological quantities. The persistence time scale of soil moisture anomalies is also evaluated. Model values of precipitation and evapotranspiration variability compare reasonably well with observa- tionally based and reanalysis estimates. Soil moisture variability is compared with that simulated by the Variable Infiltration Capacity-2 Layer (VIC-2L) hydrological model driven with observed meteorological data. An equation is developed linking the variances and covariances of precipitation, evapotranspiration, and runoff to soil moisture variance via a transfer function. The transfer function is connected to soil moisture persistence in terms of lagged autocorrelation. Soil moisture persistence time scales are shorter in the Tropics and longer at high latitudes as is consistent with the relationship between soil moisture persis- tence and the latitudinal structure of potential evaporation found in earlier studies. -
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. -
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. -
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.