USGS ScienceSearch

Geology topics

Arthur L. Putnam

Publications and source records attributed to Arthur L. Putnam.

3 recordsLinked to original sources

Summary of hydrologic conditions and effects of Walt Disney World development in the Reedy Creek Improvement District, 1966-73

The Reedy Creek Improvement District (hereinafter called the RCID) is an area of about 43 square miles (111. square kilometres) in southwest Orange and northwest Osceola Counties. Before development of Walt Disney World began (mid-1967), all of this tract of land was scrubby flatlands and swamp. Walt Disney World facilities now (1974) occupy slightly less than 10 percent of the area. Hydrologic data are available for most of the area for the 6-year period July 1967-June 1973, with some records starting before July 1967. The potentiometric surface of the Floridan aquifer near Bay Lake has declined 8 feet (2 metres) on the average. Seventy-five percent of the decline is attributed to water use in the RCID; the remaining decline is attributed to deficient rainfall since the records began in March 1966. The discharge of streams in the RCID has apparently increased. However, the hydrologic conditions were changing locally as the development of the area progressed. Because of this change, the magnitude and seasonal distribution of any eventual change in streamflow cannot be accurately appraised until additional data are obtained after the development has stabilized. Some changes in water quality have occurred, but none can be attributed to urbanization.

Florida

Effect of urban development on floods in the Piedmont Province of North Carolina

This report relates peak discharges for recurrence intervals ranging up to 100 years to drainage area, stream length, stream slope, and percent of basin covered by impervious surfaced. The relations are based on analysis of flood information for approximately 200 sites, 42 of which are in metropolitan areas of the North Carolina Piedmont providence. The estimating relations are limited to providing flood discharge estimate at open-channel sites in the Piedmont province of North Carolina where runoff is unaffected by artificial storage or diversion. The estimate are most reliable for smaller size floods at sires where the drainage area ranges between 0.3 and 150 square miles, where the L/√s ratio ranges between 0.1 and 9.0, and where impervious cover of less than 30 percent is uniformly distributed over the basin. Changes from rural to urban conditions significantly affect flood flows. Urban development may reduce the basin laf time to one-sixteenth that of comparable natural system. This reduction in basin lag time, along with the increased storm runoff resulting from impervious cover, increases the flood-peak discharge by a factor that ranges up to five. The increase in flood-peak discharge depends on the drainage-basin characteristics and the recurrence interval of the flood.

North Carolina