Determining discharge-coefficient ratings for coastal structures in Dade County, Florida

Swain, Eric D.; Kapadia, Amit; Koné, Siaka; Damisse, Emile; Mtundu, Davies; Tillis, G.M.

doi:10.3133/wri974079

1997

DOI: 10.3133/wri974079

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Determining discharge-coefficient ratings for coastal structures in Dade County, Florida

Eric D. Swain¹,

Amit Kapadia²,

Siaka Koné³

et al.

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Cited by 2 publications

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Methods to quantify seepage beneath Levee 30, Miami-Dade County, Florida

Sonenshein¹

2001

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A two-dimensional, cross-sectional, finitedifference, groundwater flow model and a simple application of Darcy's law were used to quantify groundwater 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, groundwater level data, and surface-water-stage data collected during 1995 and 1996 were used as boundary conditions and calibration data for the groundwater flow model and as input for the analytical model.

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Methods to quantify seepage beneath Levee 30, Miami-Dade County, Florida

Sonenshein¹

2001

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Determining discharge-coefficient ratings for selected coastal control structures in Broward and Palm Beach counties, Florida

Tillis¹,

Swain²

1998

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Determining discharge-coefficient ratings for coastal structures in Dade County, Florida

Cited by 2 publications

References 4 publications

Methods to quantify seepage beneath Levee 30, Miami-Dade County, Florida

Methods to quantify seepage beneath Levee 30, Miami-Dade County, Florida

Determining discharge-coefficient ratings for selected coastal control structures in Broward and Palm Beach counties, Florida

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