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• ****** HYDRA ******* (Version 6.1) ***** Date 06-02-2005 <br />Page No 1 <br />• <br />• <br />SYLVESTER GULCH ROAD STORM DRAIN DESIGN <br />REM ADDING PEAK FLOW FROM UPPER SUB-BASINS, OBTAINED FROM SEDCAD MODELING <br />FLO 44.58 <br />PIP 335.0,7355.15,7313.73,7350.15,7308.73,36 <br />+++ Tc = .0 min <br />+++ CA = .0 <br />+++ Link # 1, Flow depth = 1.23 ft, Critical depth = 2.18 ft <br />+++ Commands Read From File trunk-2.hda <br />JOB <br />REM TRUNK LINE 2 FROM 149+35 TO 142+90 <br />REM DATA IN ENGLISH UNITS <br />SWI 2 <br />PDA 0.024,42,4.5,1.0,1.0,0.01 <br />HGL 1 <br />NEW 149+35 TO 142+90 <br />REM PIPE FROM 149+35 TO 146+00 MANHOLE <br />PNC 14935,14600,5.0,180.0,0,0 <br />REM PIPE FROM 146+00 MANHOLE TO 142+90 OUTLET <br />REM ADDING PEAK FLOW FROM 24" CROSSING CULVERT <br />FLO 7.64 <br />PiP 310.0,7313.73,7279.2,7308.73,7274.2,42 <br />+++ Tc = .0 min <br />+++ CA = .0 <br />OBTAINED FROM SEDCAD MODELING <br />+++ Link # 2, Flow depth = 1.30 ft, Critical depth = 2.26 ft <br />PNC 14600,14290,0,180.0,2 <br />END <br />END OF INPUT DATA. <br />