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• ****** HYDRA ******* (Version 6.1) ***** Date 06-02-2005
<br />Page No 1
<br />SYLVESTER GULCH ROAD STORM DRAIN DESIGN
<br />+++ Commands Read From File trunk-l.hda
<br />JOB
<br />REM TRUNK LINE 1 FROM 142+10 TO 132+30
<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 142+15 TO 132+40
<br />REM PIPE FROM 142+15 TO 137+80 MANHOLE
<br />REM ADDING PEAK FLOW FROM UPPER SUB-BASINS, OBTAINED FROM SEDCAD MODELING
<br />FLO 53.98
<br />PIP 435.0,7276.1,7222.0,7271.1,7217.0,42
<br />+++ Tc = .0 min
<br />+++ CA = .0
<br />+++ Link # 1, Flow depth = 1.30 ft, Critical depth = 2.30 ft
<br />PNC 14215,13780,5.0,180.0,0,0
<br />REM PIPE FROM 137+80 MANHOLE TO 136+90 MANHOLE
<br />PIP 91.0,7222.0,7215.0,7217.0,7210.0,42
<br />+++ Tc~= .0 min
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<br />+++ CA = .D
<br />+++ Link # 2, Flow depth = 1.47 ft, Critical depth = 2.30 ft
<br />PNC 13780,13690,5.0,180.0,0,0
<br />REM PIPE FROM 136+90 MANHOLE TO 134+90 MANHOLE
<br />PIP 200.0,7215.0,7198.0,7210.0,7193.0,42
<br />+++ Tc = .0 min
<br />+++ CA = .0
<br />+++ Link # 3, Flow depth = 1.44 ft, Critical depth = 2.30 ft
<br />PNC 13690,13490,5.0,180.0,0,0
<br />REM PIPE FROM 134+90 MANHOLE TO 132+40 OUTLET
<br />PIP 250.0,7198.0,7166.7,7193.0,7161.7,42
<br />+++ Tc = .0 min
<br />+++ CA = .0
<br />+++ Link # 4, Flow depth = 1.72 ft, Critical depth = 2.30 ft
<br />PNC 13490,13240,0,160.0,2
<br />END
<br />END OF INPUT DATA.
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