FLOOD10474 - Laserfiche WebLink

Home Browse Search

Saguache Creek at Gage Cross Section for Irregular Channel Project Description Project File c:\haestad\fmw\saguache.fm2 Worksheet Saguache Creek at Gage (est.) Flow Element Irregular Channel Method Manning's Formula Solve For Discharge Section Data Wtd. Mannings Coefficient Channel Slope Water Surface Elevation Discharge 1 1 I i 1~0 ----~------~------~------~-----~------~------~------~--- I I I I I I I I i Iii 1 I 1 1 Iii ill 1 i I 1 Iii 1 1 ,-... 1 1 I I Iii ~ 16.0 - - - - -:- - - - - - ~ - - - _ _ _ ~ _ _ _ _ _ _~ _ _ _ _ _ _:_ _ _ _ _ _ ~ _ _, I I I I ill Iii Iii 1 i I 1 i 1 - ---~------1------ ------r- I I 1 Iii Iii 1 i , 14.0 - - -- -:-- -- -- ~ __ __ __ ~ _ _ __ __~ I I I I I r I I I I I I I i I 1 i I 13.0 - ----:------~------~----- I I I I 1 12.0 -- ---:------ i I I 1 i 20. 19.0 18.0 c o :.j:i III ~ 15.0 w 11.0 0.0 08/06/99 01 :25:29 PM 0.051 0.004000 ftlft 17.50 ft 1,289.08 cfs - - - - - -,- - - - - -, - - - - - - T - - - - - -.- - - - - - -,- - - - - -, - - - - - - r - .- - - - -,... - - - - - -1'- - - 1 ill 1 1 i ill 1 I ill 1 Iii 1 I I I I I I I I I I -----~------ ------ ------~------I------ ------ ------r------I- I 1 1 I I 1 ill 1 1 ill 1 1 I i I 1 I I 1 -----~----__J______L______L_____~______J______L______L_____ I I 1 1 Iii 1 I I I I I I I I Iii 1 1 I 1 1 --, '._ _ _ _ _ _ J i 1 I 1 1 1 1 i 1 , 1 1 - -I.. - - - - - o.i i 1 I 1 1 1 1 1 1 1 I 1 1 -r------r-----~------, 1 i 1 I 1 I 1 ill ill Iii ----1------ ------ ------r------.------ 1 1 I 1 i I 1 I 1 ill I 1 1 ----~------~------~------~-----~------~ I I I I I I I I I I I I I I I I I I ill Iii I 1 1 I 1 I I 1 1 1 1 I ~-----~------,------r------~-----~------, 1 1 I i ill I ill 1 Iii 1 Iii 1 I Iii -r------.------ ------r------ ------.------ I I i I Iii i ill i I I I I I I I I -...l 10.0 20.0 30.0 40.0 50.0 Station (ft) 60.0 70.0 80.0 90.0 100.0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaste.r v5.12 Page 1 of 1