Abstract

The middle portion of the St. Johns River is located in East-Central Florida, USA. This region of the St. Johns River is increasingly subject to urbanization and conversion of forest areas to agricultural land. Overall, these changes mean that future flood events in the area could adversely impact local citizens. Therefore, the examination of extreme flood events and resiliency to such events is critically important. The purpose of this preliminary study is to explore a range of practical applications to estimate extreme flood events at locations within the Middle St. Johns River Basin, focusing specifically upon the Wekiva River sub-basin (located just west of Lake Mary, Florida). The current work illustrates the overall technical methodology and provides preliminary estimates of extreme flood events at different return frequencies using two statistical approaches. Future work will also estimate the magnitude of extreme flood events via model simulations utilizing an existing Wekiva River HSPF rainfall-runoff model previously developed by the Saint Johns River Water Management District. Altogether, once fully integrated and complete, the methods will permit prediction of a range of possible flood discharges at any place along the Wekiva watercourse.

Highlights

  • The Wekiva sub-basin is located in portions of Orange, Seminole, Polk, Lake, and Marion counties

  • This research is devoted to finding a method that can accurately estimate flood events caused by extreme flood events

  • Calibration of the statistical model was initialized in the region around the Little Wekiva River for which the Federal Emergency Management Agency (FEMA) Flood Insurance Study (FIS) and SJRWMD publications are available

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Summary

Introduction

The Wekiva sub-basin is located in portions of Orange, Seminole, Polk, Lake, and Marion counties. This planning unit is comprised of 974 square kilometers, with three major watercourses: the Wekiva River, the Little Wekiva River, and Black Water Creek. Wetlands and rural land populate the majority of the surrounding areas near the Wekiva River and Black Water Creek. Discussing historical published reports will lead the team to decide if the statistical methods considered were reasonable alternative estimates. This is important since other areas of the watershed do not have any published extreme flood estimates. The statistical tests will be deemed acceptable only if similar results are indicated from the published data

Prior Publications
Statistical Calculations
Results
Conclusions
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