preview

Suggest A Method Of Analysis To Improve The Current Storm Drainage System

Decent Essays

The university of Florida campus located in Gainesville, Florida is divided into several subbasins that directly drain their rainfall runoff to four different watersheds: Lake Alice, Hogtown Creek, Tumblin Creek and other depression basins. To distribute the rainfall runoff to their respective watersheds, a very extensive storm drainage system functions within campus. Therefore, it is very important that the storm drainage system performs efficiently (Florida, 2015). However, personnel from the University of Florida Physical Division Plant mentioned that some locations within sub-basin LA-2A floods during rainfall events due to incorrect pipe sizes within the system. Therefore, the purpose of this research is To Suggest a Method of …show more content…

Lake Alice receives runoff from 1,149 acres, 189 acres for Hogtown Creek, 424 acres for Tumblim creek and 497 acres for the internal depression basins (Florida, 2015). Lake Alice watershed covers most of the UF main campus.
The University of Florida main campus is divided into several drainage areas (Figure 1), where each drainage area direct runoff to one of the four watersheds. However, the most common watershed, where all runoff from UF campus goes, is Lake Alice.
The stormwater management on the main campus is administered in accordance with a master stormwater permit issued by the St. Johns River Water Management District (SJRWMD). The master permit is valid through 2020 (Florida, 2015).

Figure 1: From the 2010 report

Drainage Area of Study
A portion of the storm drainage system located within the LA-2A Lake Alice subbasin was selected, Figure 2. It is in the north-east corner of UF main campus. For this thesis, the drainage area of study will be named as AS. Figure 2: UF Campus Map

Chapter III – Theory

Rational Method
The rational method is a widely used method to estimate the peak discharges for the design of hydraulic structures such as stormwater drainage systems (FDOT, 2012). This method is very useful when working with small drainage area basins. It is limited to areas with less than 600 acres and with times of concentrations less or equal to 15 minutes (FDOT, 2012).
Q=CiA (Newman, 2017)
Q=Peak Discharge

Get Access