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<br />lI <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 Possible Ground Super- Manhole Loss <br /># Node # Elevation Elev. Surcharge Elev. crit,? Depth Coef <br />------ <br />1 --------- <br />14600 ------------ <br />7310.90 ---------- <br />7311.73 ----------- <br />N -------- <br />7313.73 -------- <br />Y ------- <br />6.15 ------ <br />.32 <br />2 <br />------ 14290 <br />--------- 7275.50 <br />------------ 7277.70 <br />---------- N <br />----------- 7279.20 <br />-------- Y <br />-------- 1.30 <br />------- .00 <br />------ <br />Terminal <br />Link # Node # <br />1 14935 <br />NORMAL END OF HYDRA <br />Hydraulic Gradeline Ground Loss <br />Elevation Elevation Coef. <br />7357.64 7355.15 1.50 <br />• <br />