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<br />• <br />****** HYDRA **+**** (Version 6.1) ***** Date 06-02-2005 <br />Page No 3 <br />SYLVESTER GULCH ROAD STORM DRAIN DESIGN <br />Hydraulic Gradeline Computations <br /> Down- Hydraulic <br />Link stream Gradeline Crown <br /># Node # Elevation Elev. <br />------ <br />1 --------- <br />13780 ~ ------------ <br />7219.30 -------- <br />7220.50 <br />2 13690 7212.30 7213.50 <br />3 13490 7195.30 7196.50 <br />4 <br />------ 13240 <br />--------- 7183.42 <br />------------ 7185.20 <br />-------- <br />Possible Ground Super- Manhole Loss <br />Surcharge Elev. crit.? Depth Coef <br />N 7222.00 Y 4.88 .09 <br />N 7215.00 Y 5.10 .06 <br />N 7198.00 Y 3.97 .11 <br />N 7186.70 Y 1.72 .00 <br />Terminal Hydraulic Gradeline Ground Loss <br />Link # Node # Elevation Elevation Coef. <br />------------------ <br />1 14215 ---------------------- <br />7279.25 ----------- <br />7276.10 -------- <br />1.50 <br />NORMAL END OF HYDRA <br />• <br />