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Typical SEDCAD+ Input 0 <br />Impoundments, Ditches end Culverts <br />Line typical <br />Code Parameter Input <br /> <br />19 Area 1, area 2, ... up to number As applicable, As <br /> of stage points applicable, ... ate. <br />20 Length of emergency spillway; Stage of <br /> em. spillway. If stage is to be set et <br /> calculated peak stage, then "0" [This <br /> Line ie skipped if ems in line code 15 <br /> is O] As applicable, As applicable <br />21 "1"; outslope; sideslope ratio; bottom 1; As epplicabl e; 3; As <br /> width safety factor [This line is applicable; 1.2 <br /> skipped if ems fn line rode 15 is O] <br />22 discharge 1, disth. 2, ... up to no. of <br /> stage points [Only for discharge <br /> option #17 0; 0 ... ate. <br />23 barrel dia.; riser die; "1"; "0.5"; <br /> pipe length; "3.1"; "0.6"; Manning's <br /> n of pipe; As applicable when <br />Drop <br /> ` <br /> Heed drop; Stage of Princ. spillway Inlet is Used <br /> Lonly for discharge option #2 - <br /> Drop Inlet] <br /> Repeat line code 23 <br /> [Only for discharge option #4 - Perf. Riser] <br />2G Initial stave of orifices; number of Used with Drop Inlet <br /> orifices per stage [Only for Spillways only <br /> discharge option #4 - Perf. Riser) <br />25 orifice die. at stage 1; stage 2, ... to <br /> to number of stages [Only for Used with Drop Inlet <br /> duscgarge option #4 - Perf. Riser] Spillways Only <br />26 barrel dia.; pipe slope; pipe length; <br /> Manning's n; Stage of Print. spillway • <br /> [Only for discharge option #3 - <br /> Trickle Tube] Used with Trickle Tube Only <br />Revised 03/01/95 <br />