Table 3-14. -Stream discharge to Hillsborough Bay: U.S. Gejl^gical Survey Station 2-3015. Alafla River 



at Llthia, Fla.- 



Uatej^ Monthly and yearly mean discharge in cubic feet per sec'nd (c.f.s.)- 



57 



Jan - Fcb - «"• Apr. May June July 



Aug. Sept. The year 



1^52 343 169 120 87 



406 187 380 355 131 [{'<) 



« ■« a s s" s ill is i? : " »' ■"■ ? '-s a 



11 s ! i?.. s. »•■ 1 !■!- ir|; |.J J I 



"5 253 162 316 436 *339 



900 378 1,020 1,046 1,037 1,831 



335 120 291 1,395 1,658 2,848 



I f I" I I I I I f I I I i I 



,„** -_. I"? '*' " J 302 184 144 391 410 1 ->■>■> in ii. 



»» £ 12 T .^ & - "J - £ £ 314 ,,045 1.0 S 



1 i i i i s 5 s s i i ' € 



Mean 448 256 224 301 344 490 272 201 ~b ^ ~2 oTT 



1/ 



395 



414 



- Location: Lat. 27°52'19", long. 82°12'41". 



Drainage area: 335 sq. mi. (868 sq. km.), approximately. 

 Records available: October 1932 to September 1966. 

 Mean discharge: 384 c.f.s. (34 years) 



Extremes: Maximum discharge, 45,900 c.f.s. September 7, 1933, minimum, 6.6 c.f.s. June 5, 6 1945 

 Maximum monthly mean discharge for period 1952-66: 2,848 c.f.s. September 1960 

 Minimum monthly mean dishcarge for period 1952-66: 36.5 c.f.s. May 1953. 



- For example, Water Year 1952 began October 1, 1951, and ended September 30, 1952. 



- Liters per second = c.f.s. x 28.3. 



Table 3-15. --Stream discharge to Hillsborough Bay: U.S. Geological Survey Station 2-3018, Sixmile Creek at 



Tampa, Fla.-' 



27°57'59",long. 82°22'07". 



Drainage area: 28 sq. mi. (73 sq. km.), approximately. 



Records available: September 1956 to September 1966. 



Mean discharge: 62.3 c.f.s. (10 years). 



Extremes: Maximum discharge, 1,290 c.f.s. September 11, I960; minimum, 4.4 c.f.s. May 27, 1962. 



Maximum monthly mean discharge for period 1957-66: 214 c.f.s. September 1960. 



Minimum monthly mean discharge for period 1957-66: 15 c.f.s. May 1962. 



2/ 



-For example, Water Year 1952 began October 1, 1951, and ended September 30, 1952. 



— Liters per second = c.f.s. x 28.3. 



62 



