contributor author | Brian J. Watson | |
contributor author | Louis H. Motz | |
contributor author | Michael D. Annable | |
date accessioned | 2017-05-08T21:23:27Z | |
date available | 2017-05-08T21:23:27Z | |
date copyright | June 2001 | |
date issued | 2001 | |
identifier other | %28asce%291084-0699%282001%296%3A3%28208%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/49582 | |
description abstract | Water-budget components and the average vertical conductance were determined for Magnolia Lake in north-central Florida. At Magnolia Lake, a large part of the ground-water outflow occurs by means of vertical leakage through an underlying semipermeable confining unit to a deeper, highly transmissive aquifer called the upper Floridan aquifer, which is typical of many karst lakes in Florida. Monthly water-budget components were calculated for a two-year period from October 1995 through September 1997, and the water-budget component that represents vertical leakage to the upper Floridan aquifer was calculated as a residual in the water-budget equation. Relative to the 83.4 ha surface area of the lake, rainfall at Magnolia Lake was 1.31 m/year, surface-water inflow was 9.57 m/year, direct runoff was 0.19 m/year, and surficial-aquifer inflow was 0.69 m/year. Lake evaporation was 1.08 m/year, surface-water outflow was 7.79 m/year, and surficial-aquifer outflow was 0.14 m/year. The lake stage decreased by 0.13 m/year, and vertical leakage to the upper Floridan aquifer was 2.88 m/year. Values for the average vertical conductance ( | |
publisher | American Society of Civil Engineers | |
title | Water Budget and Vertical Conductance for Magnolia Lake | |
type | Journal Paper | |
journal volume | 6 | |
journal issue | 3 | |
journal title | Journal of Hydrologic Engineering | |
identifier doi | 10.1061/(ASCE)1084-0699(2001)6:3(208) | |
tree | Journal of Hydrologic Engineering:;2001:;Volume ( 006 ):;issue: 003 | |
contenttype | Fulltext | |