Your search found 119 records
1 Smajstrla, A. G.; Boggess, W. G.; Boman, B. J.; Clark, G. A.; Haman, D. Z.; Knox, G. W.; Locascio, S. J.; Obreza, T. A.; Parsons, L. R.; Rhoads, F. M.; Yeager, T.; Zazueta, F. S. 1995. Status and growth of microirrigation in Florida. In Lamm, F. R. (Ed.), Microirrigation for a changing world: Conserving resources/preserving the environment: Proceedings of the Fifth International Microirrigation Congress, Hyatt Regency Orlando, Orlando, Florida, April 2-6, 1995. St. Joseph, MI, USA: ASAE. pp.325-330.
(Location: IWMI-HQ Call no: 631.7 G000 LAM Record No: H018867)
2 Yurgalevitch, C. M.; Tenny, L. S.; Ulmer, D. S. 1995. The current status of microirrigation systems in Dade county. In Lamm, F. R. (Ed.), Microirrigation for a changing world: Conserving resources/preserving the environment: Proceedings of the Fifth International Microirrigation Congress, Hyatt Regency Orlando, Orlando, Florida, April 2-6, 1995. St. Joseph, MI, USA: ASAE. pp.331-335.
(Location: IWMI-HQ Call no: 631.7 G000 LAM Record No: H018868)
3 Haman, D. Z.; Smajstrla, A. G.; Pritchard, R. T.; Lyrene, P. M.; Zazueta, F. S. 1995. Response of young blueberry plants to microirrigation in Florida. In Lamm, F. R. (Ed.), Microirrigation for a changing world: Conserving resources/preserving the environment: Proceedings of the Fifth International Microirrigation Congress, Hyatt Regency Orlando, Orlando, Florida, April 2-6, 1995. St. Joseph, MI, USA: ASAE. pp.420-424.
(Location: IWMI-HQ Call no: 631.7 G000 LAM Record No: H018881)
4 Shih, S. F. 1988. Satellite data and geographic information systems for land use classification. Journal of Irrigation and Drainage Engineering, 114(3):505-519.
(Location: IWMI-HQ Call no: PER Record No: H04546)
(Location: IWMI-HQ Call no: PER Record No: H012184)
6 Ross, M. A.; Tara, P. D. 1993. Integrated hydrologic modeling with geographic information systems. Journal of Water Resources Planning and Management, Also published in Water Resources Journal, June 1994. pp.23-30. 119(2):129-140.
(Location: IWMI-HQ Call no: PER Record No: H012185)
(Location: IWMI-HQ Call no: P 2700 Record No: H012319)
8 Shih, S. F.; Jordan, J. D. 1993. Use of landsat thermal-IR data and GIS in soil moisture assessment. Journal of Irrigation and Drainage Engineering, 119(5):868-879.
(Location: IWMI-HQ Call no: PER Record No: H013364)
9 Shih, S. F. 1986. Evapotranspiration, water-use efficiency, and water table studies of sweet sorghum. In American Society of Agricultural Engineers, Transactions of the ASAE: Special edition - Soil and Water, Vol.29. St. Joseph, MI, USA: ASAE. pp.767-773.
(Location: IWMI-HQ Call no: 631.4 G000 AME Record No: H013851)
10 Richards, C. J.; Roaza, H.; Roaza, R. M. 1993. Integrating geographic information systems and MODFLOW for ground water resource assessments. Water Resources Bulletin, 29(5):847-853.
(Location: IWMI-HQ Call no: PER Record No: H014072)
The Floridan Aquifer is the primary source of water in the coastal area of Santa Rosa Country, Florida. In order to optimize well field design and analyze aquifer stress problems, the USGS MODFLOW code (McDonald and Harbaugh, 1988) is applied to develop a numerical computer model of the aquifer. The Geographical Information System (GIS) Is the primary tool used in the development of the model grid, performance of the modeling procedure, and model analysis. The GIS is used in generating multiple grids in which to simulate both regional scale and local scale flow. The grid topology is recorded in geographic coordinates which facilitates georeferencing and orientation of the grid to base maps and data coverages. The GIS allows data transfer from various coverages to the nodes of the block centered grid where hydrogeologic information is stored as attributes to the grid coverage. From this grid coverage, pertinent information is querried within the GIS environment and used to generate the input files for the MODFLOW simulation. The MODFLOW execution, simulated heads and drawdown are imported into the grid coverage where residual error and recharge rates can be calculated. Contoured surfaces are then created for selected data sets including simulated heads, drawdown, residual error, and recharge rates. Model calibration is conducted utilizing the GIS to generate the process data sets associated with model simulations.
(Location: IWMI-HQ Call no: PER Record No: H014277)
12 Griner, A. J. 1993. Development of a water supply protection model in a GIS. Water Resources Bulletin, 29(6):965-971.
(Location: IWMI-HQ Call no: PER Record No: H014509)
13 Roaza, H.; Roaza, R. M.; Wagner, J. R. 1993. Integrating geographic information systems in ground-water applications using numerical modeling techniques. Water Resources Bulletin, 29(6):981-988.
(Location: IWMI-HQ Call no: PER Record No: H014511)
(Location: IWMI-HQ Call no: P 3596 Record No: H015283)
15 Yan, J.; Smith, K. R. 1994. Simulation of integrated surface water and ground water systems-model formulation. Water Resources Bulletin, 30(5):879-890.
(Location: IWMI-HQ Call no: PER Record No: H015977)
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16 James, R. T.; O'Dell, K.; Smith, V. H. 1994. Water quality trends in Lake Tohopekaliga, Florida, USA: Responses to watershed management. Water Resources Bulletin, 30(3):531-546.
(Location: IWMI-HQ Call no: PER Record No: H016132)
17 Ruskauff, G.; Rumbaugh, J. 1995. Groundwater abstraction impacts. World Water and Environmental Engineering, 18(1):17.
(Location: IWMI-HQ Call no: PER Record No: H016290)
18 Omary, M.; Izuno, F. T. 1995. Evaluation of sugarcane evapotranspiration from water table data in the everglades agricultural area. Agricultural Water Management, 27(3/4):309-319.
(Location: IWMI-HQ Call no: PER Record No: H016780)
19 Smajstrla, A. G. 1995. Causes and prevention of emitter clogging in microirrigation systems. Irrigation Journal, 45(3):14-17.
(Location: IWMI-HQ Call no: PER Record No: H016854)
(Location: IWMI-HQ Call no: PER Record No: H017102)
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