3 edition of Methods to quantify seepage beneath Levee 30, Miami-Dade County, Florida found in the catalog.
Methods to quantify seepage beneath Levee 30, Miami-Dade County, Florida
R. S. Sonenshein
by U.S. Dept. of the Interior, U.S. Geological Survey, Branch of Information Services [distributor] in Tallahassee, Fla, Denver, CO
Written in English
Includes bibliographical references (p. 29-30).
|Statement||by Roy S. Sonenshein ; prepared as part of the U.S. Geological Survey South Florida Place-Based Studies Program.|
|Series||Water-resources investigations report ;, 01-4074|
|Contributions||Geological Survey (U.S.), Geological Survey. Place-Based Studies Program.|
|LC Classifications||GB701 .W375 no. 01-4074|
|The Physical Object|
|Pagination||iv, 36 p. :|
|Number of Pages||36|
|LC Control Number||2002485245|
Recipient of a verification from Miami-Dade County Department of Regulatory and Economic Resources, Division of Environmental Resources Management (DERM): The work authorized are those activities that qualify for and are authorized by a Class I, Miami-Dade County Coastal Construction Permit or under an Expedited Administrative Authorization. Seepage beneath the ECP levee is a major source of groundwater in adjacent areas (Strowd, ). Similarly, seepage beneath the levees bordering Everglades National Park (ENP) is a significant source of groundwater for adjacent agricultural and urbanized lands, and without active management could represent a potential flood risk for these areas.
Methods to quantify seepage beneath Le Miami-Dade County, Florida: U.S. Geological Survey Investigations Report 01– pp. Google Scholar. In the s, the Corps built 68 miles of levee on the south shore of the lake, and additional 16 miles of levee near the city of Okeechobee on the north side. Following another hurricane in that left much of south Florida under water for weeks, Congress authorized a project that .
Hydrologic effects of area B flood control plan on urbanization of Dade County, Florida (FGS: Report of investigations 47) Florida -- Miami-Dade County (lcsh) Flood control -- Florida -- Miami-Dade County (lcsh) The author dedicated the work to the public domain by waiving all of his or her rights to the work worldwide under. In book: Water Resources Atlas of Florida., Chapter: soil water flux under different irrigation methods. Potato was grown under seepage, subirrigation with tile drainage, subsurface drip.
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A two-dimensional, cross-sectional, finite-difference, ground-water flow model and a simple application of Darcy?s law were used to quantify ground-water flow (from a wetlands) beneath Levee 30 in Miami-Dade County, Florida.
Geologic and geophysical data, vertical seepage data from the wetlands, canal discharge data, ground-water-level data, and surface-water-stage data collected during Methods to quantify seepage beneath Le Miami-Dade County, Florida iv, 36 p.
(OCoLC) Material Type: Government publication, National government publication: Document Type: Book: All Authors / Contributors: R S Sonenshein; Geological Survey (U.S.); Place-Based Studies Program (Geological Survey). Methods to quantify seepage beneath Le Miami-Dade County, Florida iv, 36 p.
(DLC) (OCoLC) Material Type: Document, Government publication, National government publication, Internet resource: Document Type: Internet Resource, Computer File: All Authors / Contributors. The results of the study will be used by the South Florida Water Management District as part of the Lake Belt study in Miami-Dade County.
The final report, "Methods to Quantify Seepage Beneath Le Miami-Dade County, Florida" will document the results of the data collection and modeling efforts.
Proposals. ; ; Project Summaries. Seepage Beneath Le Miami-Dade County, Florida. cross-sectional, finite-difference, ground-water flow model and a simple application of Darcy's law were used to quantify ground-water flow from the wetland beneath Levee to cubic feet per day west of Levee 30 and from approximately 15 to cubic feet per day east of.
Evaluation of Methods to Determine Ground-water Seepage Beneath Le Miami-Dade County Florida Abstract: Ground-water flow models were developed to calculate a water budget, including seepage losses, for a transect perpendicular to Levee The results of the study will be used by the South Florida Water Management District as part of the Lake Belt study in Miami-Dade County.
The final report, "Methods to Quantify Seepage Beneath Le Miami-Dade County, Florida" will document the results of the data collection and modeling efforts. Quantification of Ground-Water Seepage Beneath Levee 31N, Miami-Dade County, Florida (from the GEER Conference, December ) Journal Articles Evaluation of the use of reach transmissivity to quantify exchange between groundwater and surface water (published in the Journal of Hydrology, and available from the Science Direct website).
Ground-water flow models were developed to calculate a water budget, including seepage losses, for a transect perpendicular to Levee Data required for input to and calibration of the models were obtained from: (1) previous studies conducted in the area, (2) analysis of a geologic core and geophysical logs from a new monitor well drilled along the transect, (3) ground-water-level data from.
WRIR, Methods to Quantify Seepage Beneath Le Dade County. Florida WRIR. Methods to Quantify Seepage Beneath Levee 31N, Dade County.
Florida Numerical models for each site FY99 Activities: The report on the L site will be approved and published by December, Sampling and analysis for the stable isotopes of water and hydrologic. The study area is located in the western part of Miami-Dade County, Florida and is comprised of a wetland region in the northeastern corner of Everglades National Park as well as residential and agricultural areas of suburban site is divided longitudinally by Levee 31N (LN) into what will be referred to as ‘Everglades’ in the west and ‘urban’ in the east.
The objective of this project is to evaluate methods of determining ground-water seepage beneath Levee 30 and Levee 31N. The accounting of all significant hydrologic inflows and outflows to the Everglades ecosystem of the south Florida mainland is a key element of the South Florida Ecosystem Program.
Sonenshein, R.S.,Methods to Quantify Seepage Beneath Le Miami-Dade County, Florida: U.S. Geological Survey Water-Resources Investigations Report36 p. ABSTRACT: A two-dimensional, cross-sectional, finite-difference, ground-water flow model and a simple application of Darcy’s law were used to quantify ground-water flow.
M.S Nemeth, W.M Wilcox, H.M Solo-GabrieleEvaluation of the use of reach transmissivity to quantify leakage beneath Levee 31N Miami-Dade County, Florida, US Geological Survey Water-Resources Investigations Report (), p. Use of stable isotopes to quantify flows between Everglades and urban areas in Miami-Dade County Florida.
Methods to quantifying seepage beneath. Le Miami-Dade County, Florida: US. Hydrologic Conditions in the Vicinity of Le Northern Dade County, Florida.
Leakage Beneath Levee 31N, Miami-Dade County, Florida. A method to quantify the exchange of water between. The primary objective of this investigation was to quantify seepage below Levee L31N.
The amount of water lost to the LN Canal versus the fraction that flows below the canal was estimated. A conceptual model was developed for the site based upon results from an on-going stable isotope (oxygen and deuterium) study. Quantification of seepage rates were based upon a.
Methods to Quantify Seepage Beneath Le Miami-Dade County, Florida - Hydrologic effects of well-field operations in a wetland, Dade County, Florida - Numerical representation of dynamic flow and transport at the Everglades/Florida Bay interface.
Methods to quantify seepage beneath Le Miami-Dade County Limits to biological distribution in groundwater Ground water ecology Methods to quantify seepage beneath Le Miami-Dade. Sonenshein, R. S.,Methods to Quantify Seepage beneath Le Miami-Dade County, Florida, USGS Water-Resources Investigations Report, WRIR.
Also, the eastward seepage beneath Levee 30 tends to maintain high water levels in the western part of Area B. Area B is drained chiefly by the Miami and Tamiami canals and to a lesser extent by the Snake Creek and Snapper Creek canals.
Their capacities are not. Methods to quantify seepage beneath Le Miami- Dade County, Florida: U.S. Geological Survey Investigations Report 36 pp.
Strayer, D.L. Crustaceans and mites from hyporheic and other groundwater habitats in southeastern New York.Methods to quantify seepage beneath Le Miami-Dade County, Florida,Water-Resources Investigations Report Water quality of the Delaware and Raritan Canal, New Jersey, Water-Resources Investigations Report