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HomeMy WebLinkAboutTract 6557 Addendum to Drainage StudyHy d r a f l o w P l a n V i e w Tr a c t 6 5 5 7 _ A d d i t i o n a l P i p e No . L i n e s : 3 09-13-2016 Hydraflow Storm Sewers 2005 Hy d r a u l i c G r a d e L i n e C o m p u t a t i o n s Page 1 Li n e S i z e Q D o w n s t r e a m L e n U p s t r e a m C h e c k J L M i n o r coeff l o s s In v e r t H G L D e p t h A r e a V e l V e l E G L S f I n v e r t H G L D e p t h A r e a V e l V e l E G L S f A v e E n r g y el e v e l e v h e a d e l e v e l e v e l e v h e a d e l e v S f l o s s (i n ) ( c f s ) ( f t ) ( f t ) ( f t ) ( s q f t ) ( f t / s ) ( f t ) ( f t ) ( % ) ( f t ) ( f t ) ( f t ) ( f t ) ( s q f t ) ( f t / s ) ( f t ) ( f t ) ( % ) ( % ) ( f t ) ( K ) ( f t ) 1 1 8 1 . 1 5 3 4 6 . 9 5 3 5 0 . 1 2 1 . 5 0 1 . 7 7 0 . 6 5 0 . 0 1 3 5 0 . 1 3 0 . 0 1 2 1 7 9 3 4 7 . 4 0 3 5 0 . 1 4 1 . 5 0 1 . 7 7 0 . 6 5 0 . 0 1 3 5 0 . 1 5 0 . 0 1 2 0 . 0 1 2 0 . 0 2 1 1 . 0 0 0 . 0 1 2 1 8 1 . 1 5 3 4 7 . 4 0 3 5 0 . 1 5 1 . 5 0 1 . 7 7 0 . 6 5 0 . 0 1 3 5 0 . 1 5 0 . 0 1 2 4 1 1 3 4 8 . 4 3 3 5 0 . 2 0 1 . 5 0 1 . 7 7 0 . 6 5 0 . 0 1 3 5 0 . 2 0 0 . 0 1 2 0 . 0 1 2 0 . 0 4 9 1 . 0 0 0 . 0 1 3 1 8 1 . 1 5 3 4 8 . 4 3 3 5 0 . 2 0 1 . 5 0 1 . 7 7 0 . 6 5 0 . 0 1 3 5 0 . 2 1 0 . 0 1 2 3 2 . 0 3 4 8 . 5 1 3 5 0 . 2 1 1 . 5 0 1 . 7 7 0 . 6 5 0 . 0 1 3 5 0 . 2 1 0 . 0 1 2 0 . 0 1 2 0 . 0 0 4 1 . 0 0 0 . 0 1 Tr a c t 6 5 5 7 _ A d d i t i o n a l P i p e Nu m b e r o f l i n e s : 3 R u n D a t e : 0 9 - 1 3 - 2 0 1 6 Hydraflow Storm Sewers 2005 0 5 0 1 0 0 1 5 0 2 0 0 2 5 0 3 0 0 3 5 0 4 0 0 4 5 0 5 0 0 5 5 0 600 650 34 4 . 0 0 34 8 . 0 0 35 2 . 0 0 35 6 . 0 0 36 0 . 0 0 36 4 . 0 0 St a 0 + 0 0 . 0 0 - O u t f a l l Gr n d . E l . 3 5 2 . 4 5 In v . E l . 3 4 6 . 9 5 I n St a 1 + 7 9 . 0 0 - L n : 1 Ri m E l . 3 5 2 . 9 0 In v . E l . 3 4 7 . 4 0 O u t In v . E l . 3 4 7 . 4 0 I n 17 9 . 0 L f - 1 8 " @ 0 . 2 5 % Sta 5+89.70 - Ln: 2 Rim El. 353.93 Inv. El. 348.43 Out Inv. El. 348.43 In 41 0 . 7 L f - 1 8 " @ 0 . 2 5 % Sta 6+21.70 - Ln: 3 Rim El. 354.01 Inv. El. 348.51 Out 32.0Lf - 18" @ 0.25% Re a c h ( f t ) El e v . ( f t ) Proj. file: New.stm Hydraflow Storm Sewers 2005 St o r m S e w e r P r o f i l e