Hydrological Processes and Model Representation: Impact of Soft Data on Calibration

Total Page:16

File Type:pdf, Size:1020Kb

Hydrological Processes and Model Representation: Impact of Soft Data on Calibration HYDROLOGICAL PROCESSES AND MODEL REPRESENTATION: IMPACT OF SOFT DATA ON CALIBRATION J. G. Arnold, M. A. Youssef, H. Yen, M. J. White, A. Y. Sheshukov, A. M. Sadeghi, D. N. Moriasi, J. L. Steiner, D. M. Amatya, R. W. Skaggs, E. B. Haney, J. Jeong, M. Arabi, P. H. Gowda ABSTRACT. Hydrologic and water quality models are increasingly used to determine the environmental impacts of climate variability and land management. Due to differing model objectives and differences in monitored data, there are currently no universally accepted procedures for model calibration and validation in the literature. In an effort to develop accepted model calibration and validation procedures or guidelines, a special collection of 22 research articles that present and discuss calibration strategies for 25 hydrologic and water quality models was previously assembled. The models vary in scale temporally as well as spatially from point source to the watershed level. One suggestion for future work was to syn- thesize relevant information from this special collection and to identify significant calibration and validation topics. The objective of this article is to discuss the importance of accurate representation of model processes and its impact on cali- bration and scenario analysis using the information from these 22 research articles and other relevant literature. Models are divided into three categories: (1) flow, heat, and solute transport, (2) field scale, and (3) watershed scale. Processes simulated by models in each category are reviewed and discussed. In this article, model case studies are used to illustrate situations in which a model can show excellent statistical agreement with measured stream gauge data, while misrepre- sented processes (water balance, nutrient balance, sediment source/sinks) within a field or watershed can cause errors when running management scenarios. These errors may be amplified at the watershed scale where additional sources and transport processes are simulated. To account for processes in calibration, a diagnostic approach is recommended using both hard and soft data. The diagnostic approach looks at signature patterns of behavior of model outputs to deter- mine which processes, and thus parameters representing Submitted for review in April 2014 as manuscript number SW 10726; them, need further adjustment during calibration. This approved for publication by the Soil & Water Division of ASABE in overcomes the weaknesses of traditional regression-based October 2014. Mention of company or trade names is for description only and does calibration by discriminating between multiple processes not imply endorsement by the USDA. The USDA is an equal opportunity within a budget. Hard data are defined as long-term, provider and employer. measured time series, typically at a point within a water- The authors are Jeffrey G. Arnold, ASABE Fellow, Agricultural shed. Soft data are defined as information on individual Engineer, USDA-ARS Grassland Soil and Water Research Laboratory, Temple, Texas; Mohamed A. Youssef, ASABE Member, Associate processes within a budget that may not be directly meas- Professor, Department of Biological and Agricultural Engineering, North ured within the study area, may be just an average annual Carolina State University, Raleigh, North Carolina; Haw Yen, Post- estimate, and may entail considerable uncertainty. The Doctoral Research Associate, Texas AgriLife Research, Temple, Texas; advantage of developing soft data sets for calibration is Michael J. White, Agricultural Engineer, USDA-ARS Grassland Soil and that they require a basic understanding of processes (wa- Water Research Laboratory, Temple, Texas; Aleksey Y. Sheshukov, ASABE Member, Assistant Professor, Department of Biological and ter, sediment, nutrient, and carbon budgets) within the spa- Agricultural Engineering, Kansas State University, Manhattan, Kansas; tial area being modeled and constrain the calibration. Ali M. Sadeghi, Soil Scientist, USDA-ARS Hydrology and Remote Keywords: Calibration, Field-scale models, Point models, Sensing Laboratory, Beltsville, Maryland; Daniel N. Moriasi, ASABE Member, Research Hydrologist, and Jean L. Steiner, Supervisory Soil Validation, Watershed models. Scientist, USDA-ARS Grazinglands Research Laboratory, El Reno, Oklahoma; Devendra M. Amatya, ASABE Member, Research Hydrologist, USDA Forest Service, Cordesville, South Carolina; R. Wayne Skaggs, ASABE Fellow, W. N. Reynolds and Distinguished ater quality and hydrologic models are com- University Professor, Department of Biological and Agricultural monly used to assess the environmental im- Engineering, North Carolina State University, Raleigh, North Carolina; Elizabeth B. Haney, Graduate Research Assistant, and Jaehak Jeong, pacts of land management and policy deci- ASABE Member, Assistant Professor, Texas AgriLife Research, Temple, Wsions. Models are increasingly being applied Texas; Mazdak Arabi, Assistant Professor, Department of Civil and to large varied agricultural landscapes to address contem- Environmental Engineering, Colorado State University, Ft. Collins, porary water resource issues in the context of climate Colorado; Prasanna H. Gowda, ASABE Member, Research Agricultural Engineer, USDA-ARS Conservation and Production Research Laboratory, change and sea level rise (Jayakrishnan et al., 2005). Mori- Bushland, Texas. Corresponding author: Jeffrey Arnold, USDA-ARS asi et al. (2012) summarized the calibration approaches of GSWRL, 808 East Blackland Road, Temple, TX; phone: 254-770-6508; e- 25 models in a special collection of 22 articles, each focus- mail: [email protected]. Transactions of the ASABE Vol. 58(6): 1637-1660 2015 American Society of Agricultural and Biological Engineers ISSN 2151-0032 DOI 10.13031/trans.58.10726 1637 ing on the individual model calibration and validation strat- algae and aquatic plants, and cycling in floodplains, estuar- egies. These models vary in scope from field-scale models ies, wetlands, and large hydraulic structures. Processes con- that focus on flow, heat, and solute transport to large-scale sidered and calibration techniques used by each of the 25 watershed models that incorporate complex processes over models are described in the special collection (Moriasi et spatially diverse subwatersheds. Regardless of scale, model al., 2012). accuracy is improved through calibration, and model uncer- This article describes the importance of realistically tainty (thus utility) is evaluated via validation. Calibration simulating all critical processes in the hydrological balance and validation are important factors in the development of for calibration and validation of small- and large-scale meaningful model predictions of potential future land use models. For example, if surface runoff is overestimated, it or climate effects. There are no universal standards for the is likely that evapotranspiration (ET) and/or subsurface and calibration and validation of models in the current litera- tile flow are underestimated, resulting in overestimation of ture, as the procedure is generally dependent upon the pro- sediment yields and underestimation of subsurface nitrate cesses in play at each model scale. Basic model processes and other soluble contaminant yields. This will cause fur- include hydrology (water budget), erosion and sedimenta- ther error when parameterizing variables related to sedi- tion, plant growth, nutrient and carbon cycling, and con- ment and nutrient transport and result in unrealistic policy taminant fate and transport. Model processes, in varying recommendations when running scenarios that target ero- degrees, are interconnected and impacted by land manage- sion and fertilizer management. Problems are even more ment, topography, climate, and scale. Point-scale models compounded at the watershed scale when multiple fields or are used primarily to simulate physical and biological pro- subbasins are simulated and output is routed through chan- cesses such as water and heat flow and reactive solute nels, flood plains, and reservoirs. Thus, it is important to transport through a soil column and may be in finer time reasonably simulate nutrient and sediment sources and scales of less than an hour. At the field scale, the water sinks within a watershed in addition to their loads at a balance processes include many variables that are interde- gauging station (outlet). If upland erosion is overpredicted, pendent with other processes, such as plant growth, soil channel erosion must be underpredicted to match measured properties, and weather. Nutrient cycling processes are gauge loads. The management practices designed to reduce complex and may vary greatly depending upon soil condi- erosion from the landscape may then show significant im- tions even at the field scale. The carbon cycle appears sim- pact on total sediment yields, while in reality the practices ple at first glance; however, individual components, such as would have little impact at the basin outlet. It is also im- photosynthesis and soil carbon dynamics, are complex to portant at the watershed scale to accurately simulate proper simulate using a model. For example, photosynthesis is source load allocations. For example, excellent calibration vegetation dependent and is influenced by resource (light, statistics can be obtained at a stream gauge outlet even water, and nutrients) availability and environmental condi- though point sources are underestimated and the loads from tions. Soil carbon dynamics are influenced by the amount agricultural
Recommended publications
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • Concentrated Alkaline Recharge Pools for Acid Seep Abatement: Principles, Design,Construction and Performance1
    CONCENTRATED ALKALINE RECHARGE POOLS FOR ACID SEEP ABATEMENT: PRINCIPLES, DESIGN,CONSTRUCTION AND PERFORMANCE1 Jack R. Nawrot', Pat S. Conley2, and James E. Sandusky' Abstract: Concentrated alkaline recharge pools have been constructed above previously soil covered acid gob at the Peabody Will Scarlet Mine to abate acid seeps. Preliminary monitoring results (1989-1994) from a concentrated alkaline recharge pool demonstration project in the Pit 4 area have documented a 45 to 90 % reduction in acidity in the principal recharge pool groundwater zone. A 23 % reduction in acidity has occurred in the primary seep located downslope from the alkaline recharge pools. The initial improvements in water quality are seen as a positive indication that groundwater acidity will decrease further and amelioration of the acid seep will continue. Additional Key Words: acid seeps, mine refuse, acid mine drainage, alkaline recharge. Introduction Covering acid producing coal refuse with 4-ft of soil cover does not preclude pyrite oxidation under the soil cover. When pyrite oxidation does occur overlying soil covers may become acidified and acid seeps may be generated following several seasons of rainfall infiltration and flushing cycles. Burial of potentially acid producing coal waste in a zone of fluctuating groundwater elevations is conducive to chronic acid seep generation when. the upslope groundwater chemistry has insufficient alkalinity to neutralize downslope acid groundwater pools generated by the buried refuse. Soil covering after limestone is applied in sufficient quantities to overcome the potential acidity · of refuse, or limestone amendment and direct seeding are effective reclamation techniques that enhance long-term vegetation success and establish a favorable acid-base balance (Warburton et al.
    [Show full text]
  • Information Sources on Land Drainage
    - Educational Low-Priced Books Scheme, British Council: Book Coupons Programme; and British Council: Resale Scheme. Contact your local British Council representative; - Head, Information and Documentation, Swedish Agency for Research Cooperation with Developing Countries; - Third World Academy of Science, Donation Programme; - CTA. 26.4 Information Sources on Land Drainage 26.4.1 Tertiary Literature Tertiary literature gives information on abstract journals, journals, addresses of institutions, dictionaries, etc. It may have titles such as Sources of Information on .... An example is: Naber, G. Drainage : An Annotated Guide to Books and Journals Wageningen, ILRI, 1984.37 p. Gives an overview of sources of information, abstract journals, journals, bibliographies, directories, dictionaries, and books. Several titles are illustrated by their front cover. 26.4.2 Abstract Journals Abstract journals list titles of publications with an abstract of their contents. Examples are: - Soils and Fertilizers Published twelve times a year by CABI. Subscription price U.S. $680/year. - Irrigation and Drainage Abstracts Published five times a year by CABI. Subscription price U.S. $160/year. - Bibliography of Irrigation, Drainage and Flood Control Published once a year by the International Commission on Irrigation and Drainage/ICID, India. 26.4.3 Databases The book Online Databases in the Medical and Life Sciences, published by Elsevier, lists various interesting databases and their products. The following databases cover the field of tropical agriculture. Although not entirely concerned with land drainage, they will be of interest to land drainage engineers. They are also available on compact disc: - AGRICOLA, produced by the U.S. Department of Agriculture, National Agricultural Library; 1072 - AGRIS, International Information System for the Agricultural Sciences and Technology, produced by AGRIS Coordinating Centre, FAO; - CAB Abstracts, produced by CAB International, available online in DIALOG, DIMDI, and ESA.
    [Show full text]
  • 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).
    [Show full text]
  • 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.
    [Show full text]
  • Assessing US Farm Drainage
    Assessing U.S. Farm Drainage: WORLD Can GIS Lead to Better Estimates of Subsurface RESOURCES Drainage Extent? INSTITUTE ZACHARY SUGG SUMMary Extensive agricultural subsurface tile drainage in the Midwestern U.S. has important implications for nutrient pollution in surface water, notably the “dead zone” in the Gulf of Mexico. However, drainage data limitations have constrained efforts to effectively factor tile drainage into regional economic and environmental impact studies. Improved drainage data would be a valuable addition to future modeling applications. In light of this need, a methodology incorporating a geographic information system (GIS) analysis based on soil and land cover maps was implemented to create a set of county-level tile drainage extent estimates. • For several leading agricultural drainage states, maps of soil drainage characteristics were created and overlaid with row crops. Areas with row crops and poorly drained soils were calculated, disaggregated to the county level, and reduced by a percentage based on published estimates to approximate subsurface drainage. Results for eight highly-drained Midwest states were compared to previous estimates. A range of tile drainage estimates were compiled, along with a final best-guess county- level database of tile drained area. • This represents just one set of methods, and without sufficient data for verification it may be difficult to judge its effectiveness compared to others. By demonstrating one method, we hope to encourage further exploration of the use of GIS for predicting and assessing farm drainage. More importantly, we aim to further the dialogue regarding the relationship between drainage and water quality in the U.S. and highlight the need for improved measurement of this key agricultural practice.
    [Show full text]
  • 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.
    [Show full text]