Vertical Drainage May Improve Soil Salinity and Moisture
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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. -
Tile Drainage and Phosphorus Losses from Agricultural Land
TECHNICALTECHNICAL REPORTREPORT NO.NO. 8377 Literature Review: Tile Drainage and Phosphorus Losses from Agricultural Land November 2016 Final Report Prepared by: Julie Moore Stone Environmental, Inc. For: The Lake Champlain Basin Program and New England Interstate Water Pollution Control Commission This report was funded and prepared under the authority of the Lake Champlain Special Designation Act of 1990, P.L. 101-596 and subsequent reauthorization in 2002 as the Daniel Patrick Moynihan Lake Champlain Basin Program Act, H. R. 1070, through the United States Environmental Protection Agency (US EPA grant #EPA LC- 96133701-0). Publication of this report does not signify that the contents necessarily reflect the views of the states of New York and Vermont, the Lake Champlain Basin Program, or the US EPA. The Lake Champlain Basin Program has funded more than 80 technical reports and research studies since 1991. For complete list of LCBP Reports please visit: http://www.lcbp.org/media-center/publications-library/publication-database/ NEIWPCC Job Code: 0100-310-002 Project Code: L-2016-060 Literature Review: Tile Drainage and Phosphorus Losses from Agricultural Land PROJECT NO. PREPARED FOR: SUBMITTED BY: 15-309 Eric Howe / Basin Program Manager Julie Moore, P.E. / Senior Engineer Lake Champlain Basin Program Stone Environmental, Inc. 54 West Shore Road 535 Stone Cutters Way Grand Isle, VT 05458 Montpelier, VT 05602 [email protected] 802.229.1881 Executive Summary Tile drainage works by providing an open pathway for soil water to drain away, lowering the water table and allowing the upper soil layers to dry out. For farmers, tile drainage has multiple benefits: better growing conditions, improved soil structure, enhanced trafficability, more timely planting and harvest, and improved yields. -
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. -
Monitoring and Modeling the Effect of Agricultural Drainage and Recent
water Article Monitoring and Modeling the Effect of Agricultural Drainage and Recent Channel Incision on Adjacent Groundwater-Dependent Ecosystems Philip J. Gerla Harold Hamm School of Geology and Geological Engineering, University of North Dakota, 81 Cornell Street, Stop 8358, Grand Forks, ND 58202-8358, USA; [email protected]; Tel.: +1-701-777-3305 Received: 8 February 2019; Accepted: 20 April 2019; Published: 25 April 2019 Abstract: Channel incision isolates flood plains, disrupts sediment transport, and degrades riparian ecology. Reactivation and periodicity of incision may affect the water table and hydrological conditions far beyond the stream margin. Long-term incision and its recent acceleration along Iron Springs Creek, North Dakota, USA, has affected adjacent ecosystems. An agricultural surface drain empties directly into the original spring-fed source of the creek, which triggered channel erosion both up- and downstream. Historical maps, recent LiDAR, and field surveying were used to characterize incision since ditch excavation in 1911. Although the soils are sandy, small hydrological gradients impede natural drainage in the surrounding stabilized dunes. Incision resulting from expanded drainage and increased precipitation has been as much as 5 m. Numerical models of lateral groundwater profiles corroborated with field measurements show that the nearby water table responds quickly, becoming deeper and less variable. With 1 m of recent incision, model evapotranspiration rates are decreased 50% to 15% from the channel margin to 1 km, respectively, and the hydropattern disrupted >1 km. Species diversity is reduced and floristic quality is 25% less near the drain. A near-channel solution to erosion—fencing out cattle—failed to mitigate the problem because a broader watershed approach was necessary. -
Chapter 14 Water Management (Drainage)
Title 210 – National Engineering Handbook Part 650 Engineering Field Handbook National Engineering Handbook Chapter 14 Water Management (Drainage) (210-650-H, 2nd Ed., Feb 2021) Title 210 – National Engineering Handbook Issued February 2021 In accordance with Federal civil rights law and U.S. Department of Agriculture (USDA) civil rights regulations and policies, the USDA, its Agencies, offices, and employees, and institutions participating in or administering USDA programs are prohibited from discriminating based on race, color, national origin, religion, sex, gender identity (including gender expression), sexual orientation, disability, age, marital status, family/parental status, income derived from a public assistance program, political beliefs, or reprisal or retaliation for prior civil rights activity, in any program or activity conducted or funded by USDA (not all bases apply to all programs). Remedies and complaint filing deadlines vary by program or incident. Persons with disabilities who require alternative means of communication for program information (e.g., Braille, large print, audiotape, American Sign Language, etc.) should contact the responsible Agency or USDA's TARGET Center at (202) 720-2600 (voice and TTY) or contact USDA through the Federal Relay Service at (800) 877-8339. Additionally, program information may be made available in languages other than English. To file a program discrimination complaint, complete the USDA Program Discrimination Complaint Form, AD-3027, found online at How to File a Program Discrimination Complaint and at any USDA office or write a letter addressed to USDA and provide in the letter all of the information requested in the form. To request a copy of the complaint form, call (866) 632-9992. -
Subsurface Drainage Manual for Pavements in Minnesota
Subsurface Drainage Manual for Pavements in Minnesota 2009-17 Take the steps... Research ...K no wle dge...Innovativ e S olu ti on s! Transportation Research Technical Report Documentation Page 1. Report No. 2. 3. Recipients Accession No. MN/RC 2009-17 4. Title and Subtitle 5. Report Date Subsurface Drainage Manual for Pavements in Minnesota June 2009 6. 7. Author(s) 8. Performing Organization Report No. Caleb N. Arika, Dario J. Canelon, John L. Nieber 9. Performing Organization Name and Address 10. Project/Task/Work Unit No. Department of Bioproducts and Biosystems Engineering University of Minnesota 11. Contract (C) or Grant (G) No. Biosystems and Agricultural Engineering Building (c) 89261 (wo) 10 1390 Eckles Avenue St. Paul, Minnesota 55108 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered Minnesota Department of Transportation Final Report 395 John Ireland Boulevard Mail Stop 330 14. Sponsoring Agency Code St. Paul, Minnesota 55155 15. Supplementary Notes http://www.lrrb.org/PDF/200917.pdf 16. Abstract (Limit: 250 words) A guide for evaluation of highway subsurface drainage needs and design of subsurface drainage systems for highways has been developed for application to Minnesota highways. The guide provides background information on the benefits of subsurface drainage, methods for evaluating the need for subsurface drainage at a given location, selection of the type of drainage system to use, design of the drainage system, guidelines on how to construct/install the subsurface drainage systems for roads, and guidance on the value of maintenance and how to maintain such drainage systems. 17. Document Analysis/Descriptors 18. -
Best Management Practices for Agricultural Ditch Management in the Phase 6 Chesapeake Bay Watershed Model
CBP/TRS-326-19 Best Management Practices for Agricultural Ditch Management in the Phase 6 Chesapeake Bay Watershed Model DRAFT for CBP partnership review and feedback: September 4, 2019 Prepared for Chesapeake Bay Program 410 Severn Avenue Annapolis, MD 21403 Prepared by Agricultural Ditch Management BMP Expert Panel: Ray Bryant, PhD, Panel Chair, USDA Agricultural Research Service Ann Baldwin, PE, USDA Natural Resources Conservation Service Brooks Cahall, PE, Delaware Department of Natural Resources and Environmental Control Laura Christianson, PhD PE, University of Illinois Dan Jaynes, PhD, USDA Agricultural Research Service Chad Penn, PhD, USDA Agricultural Research Service Stuart Schwartz, PhD, University of Maryland Baltimore County With: Clint Gill, Delaware Department of Agriculture Jeremy Hanson, Virginia Tech Loretta Collins, University of Maryland Mark Dubin, University of Maryland Brian Benham, PhD, Virginia Tech Allie Wagner, Chesapeake Research Consortium Lindsey Gordon, Chesapeake Research Consortium Support Provided by EPA Grant No. CB96326201 Acknowledgements The panel wishes to acknowledge the contributions of Andy Ward, PhD (Ohio State University, retired). Suggested Citation Bryant, R., Baldwin, A., Cahall, B., Christianson, L., Jaynes, D., Penn, C., and S. Schwartz. (2019). Best Management Practices for Agricultural Ditch Management in the Phase 6 Chesapeake Bay Watershed Model. Collins, L., Hanson, J. and C. Gill, editors. CBP/TRS-326-19. [Approved by the CBP WQGIT Month DD, YYYY. <URL to report on CBP website>] Cover image: Sabrina Klick, Univ. of Maryland Eastern Shore. Executive Summary The Agricultural Ditch Management BMP Expert Panel convened in 2016 and deliberated to develop the recommendations described in this report in response to the Charge provided to the panel by the Agriculture Workgroup (Appendix D: Panel Charge and Scope of Work). -
Basic Equations
- The concentration of salt in the groundwater; - The concentration of salt in the soil layers above the watertable (i.e. in the unsaturated zone); - The spacing and depth of the wells; - The pumping rate of the wells; i - The percentage of tubewell water removed from the project area via surface drains. The first two of these factors are determined by the natural conditions and the past use of the project area. The remaining factors are engineering-choice variables (i.e. they can be adjusted to control the salt build-up in the pumped aquifer). A common practice in this type of study is to assess not only the project area’s total water balance (Chapter 16), but also the area’s salt balance for different designs of the tubewell system and/or other subsurface drainage systems. 22.4 Basic Equations Chapter 10 described the flow to single wells pumping extensive aquifers. It was assumed that the aquifer was not replenished by percolating rain or irrigation water. In this section, we assume that the aquifer is replenished at a constant rate, R, expressed as a volume per unit surface per unit of time (m3/m2d = m/d). The well-flow equations that will be presented are based on a steady-state situation. The flow is said to be in a steady state as soon as the recharge and the discharge balance each other. In such a situation, beyond a certain distance from the well, there will be no drawdown induced by pumping. This distance is called the radius of influence of the well, re. -
The Basics of Agricultural Tile Drainage
The Basics of Agricultural Tile Drainage Basic Engineering Principals 2 John Panuska PhD, PE Natural Resources Extension Specialist Biological Systems Engineering Department UW Madison ASABE Tile Drain Standards Design Standard ASAE EP480 MAR1998 (R2008) Design of subsurface Drains in Humid Climates ASABE Tile Drain Standards Construction Standard ASAE EP481 FEB03 Construction of subsurface Drains in Humid Areas Drain Design Procedure I. Determine if and where an adequate outlet can be installed! II. Estimate hydraulic conductivity (K) based on soil type. III. Select drainage coefficient (Dc) based on crop and soil type. Drain Design Procedure IV. Select suitable depth for drains o Typical range 3 to 6 ft. o Cover greater than 2.5 ft o Depth / spacing balance to minimize cost V. Determine spacing o Use soil textural table guidelines o Use NRCS Web calculator. Drain Design Procedure VI. Size laterals and mains to accommodate the design flow. – Maintain minimum velocity to clean pipe. (0.5 ft / s - No silt; 1.4 ft / sec - w/silt) – Match pipe size to design flow. (telescoping the size of main) – Properly design outlet. Design Challenges The design process results in a design for a 2 to 5 year event, controlling larger events too costly. Every soil will be different and crop type matters. Costs/benefits will vary from year to year. Climate trends are unpredictable. Drain Tile Installation Equipment Tractor Backhoe Tile Plow Chain Trencher Wheel Trencher Drain Tile Materials Clay Tile (organic soils) Concrete Tile (mineral soils) Drain Pipe Materials - Polyethylene Plastic - Single wall corrugated Dual wall (smooth wall) Water enters the pipe through slots in wall I. -
A Study on Agricultural Drainage Systems
International Journal of Application or Innovation in Engineering & Management (IJAIEM) Web Site: www.ijaiem.org Email: [email protected] Volume 4, Issue 5, May 2015 ISSN 2319 - 4847 A Study On Agricultural Drainage Systems 1T.Subramani , K.Babu2 1Professor & Dean, Department of Civil Engineering, VMKV Engg. College, Vinayaka Missions University, Salem, India 2PG Student of Irrigation Water Management and Resources Engineering , Department of Civil Engineering in VMKV Engineering College, Department of Civil Engineering, VMKV Engg. College, Vinayaka Missions University, Salem, India ABSTRACT Integration of remote sensing data and the Geographical Information System (GIS) for the exploration of groundwater resources has become an innovation in the field of groundwater research, which assists in assessing, monitoring, and conserving groundwater resources. In the present paper, groundwater potential zones for the assessment of groundwater availability in Salem and Namakkal districts of TamilNadu have been delineated using remote sensing and GIS techniques. The spatial data are assembled in digital format and properly registered to take the spatial component referenced. The namely sensed data provides more reliable information on the different themes. Hence in the present study various thematic maps were prepared by visual interpretation of satellite imagery, SOI Top sheet. All the thematic maps are prepared 1:250,000, 1:50,000 scale. For the study area, artificial recharge sites had been identified based on the number of parameters loaded such as 4, 3, 2, 1 & 0 parameters. Again, the study area was classified into priority I, II, III suggested for artificial recharge sites based on the number of parameters loaded using GIS integration. These zones are then compared with the Land use and Land cover map for the further adopting the suitable technique in the particular artificial recharge zones. -
Comparing Drain and Well Spacings in Deep Semi-Confined Aquifers for Water Table and Soil Salinity Control R.J
Comparing drain and well spacings in deep semi-confined aquifers for water table and soil salinity control R.J. Ooosterbaan, 16-09-2019. On www.waterlog.info public domain Abstract For the control of the water table in a thick soil layer with low hydraulic conductivity underlain by a deep aquifer with high hydraulic conductivity, it may be recommendable to use a pumped well drainage system (vertical drainage) instead of a horizontal subsurface drainage system by ditches, tiles or pipes owing to the relatively large well spacings compared to the drain spacings. The drainage by wells can also help in soil salinity control. This article shows the calculation of the required well and drain spacings in the kind of semi confined aquifer described. In those aquifers the drainage by wells may be more economical due to the large spacings, but when the horizontal drainage can be done by gravity, the well drainage system has the disadvantage of pumping costs. Contents 1. Introduction 2. Horizontal drainage 3. Vertical drainage 4. Comparison 5. Conclusion 6. References 1. Introduction Subsurface drainage systems are used for the control of the water table in otherwise waterlogged soils. They are also used to control the soil salinity by evacuating saline soil moisture. Subsurface drainage is usually done by horizontally placing drain pipes at some depth below the soil surface ,often around 1 to 1.2 m depth, but sometimes also shallower or deeper than that. The water removed by the drainage system may have a gravity outlet, but in low lands pumping may be required to evacuate the drainage water. -
Continuous Simulation of an Infiltration Trench Best Management Practice
Villanova University The Graduate School Department of Civil and Environmental Engineering Continuous Simulation of an Infiltration Trench Best Management Practice A Thesis in Civil Engineering by Hans M. Benford Submitted in partial fulfillment of the requirements for the degree of Master of Science in Water Resources and Environmental Engineering May 2009 Continuous Simulation of an Infiltration Trench Best Management Practice By Hans Benford May 2009 Robert G. Traver, Ph.D., P.E. Date Professor of Civil and Environmental Engineering Bridget M. Wadzuk, Ph.D. Date Assistant Professor of Civil and Environmental Engineering Ronald A. Chadderton, Ph.D., P.E. Date Chairman, Department of Civil and Environmental Engineering Gary A. Gabriele, Ph.D. Date Dean, College of Engineering A copy of this thesis is available for research purposes at Falvey Memorial Library. Acknowledgements I would like to thank those who have supported me in my academic and personal life during my time at Villanova University as a graduate student. Without their continual support, I would not have been able to complete this study. First of all, I have to thank Dr. Traver for giving me the opportunity to join the Villanova Urban Stormwater Partnership as a graduate student. His ability to motivate and organize people of all types has shown the value of strong leadership as it pertains to progress, specifically in the field of stormwater. In addition to Dr. Traver, I need to thank the entire Villanova University Civil Engineering faculty and staff for my undergraduate education. Dr. Wadzuk, thank you for your valuable advice and guidance through my graduate studies.