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Hydrologic effects of Area B Flood Control Plan on urbanization of Dade County, Florida
Table of Contents
- Copyright Permission
- Title Page and Preliminaries
- Tables of Contents
- Illustrations
- Tables
- Abstract
- Introduction
- --General hydrologic situation and overall flood-control plan
- --Area B plan
- --Details of the Area B plan
- --Rainfall intensity related to flooding
- --Quantitative estimates of previous investigations
- --Acknowledgements
- Future water needs and availability
- Geologic and hydrologic environment
- --Present and future land-surface altitude
- --Transmissibility of the aquifer
- --Effect of flood-control project on ground-water level
- ---Ground-water fluctuations
- ---Comparison of high-water periods
- ---Comparison of low-water periods
- --Canal discharges
- ---Stages and discharges in the Miami Canal
- ---Contributions to flow in the Miami River from Conversation Area 3B, Area B, and Area A
- ---Total surface-water outflow from Area A
- Evaluation of the Area B flood control plan
- --Water-level maps
- --Analog study
- ---Boundary conditions
- --Results of the analog study
- ---Borrow canals without isolating control dams
- ---Borrow canals with isolating control dams
- ---Comparison of the analog models
- Summary
- References