Laserfiche WebLink
<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I ,. <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> -13- <br /> Table 1 <br /> UNIT HYDROGRAPH INPUT SUt1MARY <br />Sub Impervious Basin Basin Length to Basin Hydrograph <br />Basin Area C C ArZa Length Centroid Slope Technique <br />No. (%) t ---.E. (mi ) (mi) (mi) (ft/ft) Used <br />1 10 1. 09 .76 .43 .97 .39 .223 SYNHYDl <br />2 15 .90 .92 .37 1. 04 .39 .250 n <br />3 24 .66 .74 .66 1. 43 .43 .083 CUHp2 <br />4 26 .61 .71 .90 1. 54 .55 .083 n <br />5 31 .49 .74 .35 1. 09 .45 .103 n <br />6 38 .41 .68 .37 1. 34 .63 .095 n <br />7 33 .47 .73 1. 70 1. 83 .93 .064 n <br />8 32 .48 .73 1. 49 2.57 1. 36 .022 n <br />9 40 .40 .67 .25 1.19 .61 .039 n <br /> <br />Notes: 1. SYNHYD is a synthetic unit hydrograph program developed specifically for undeveloped basins. <br />It is described more specifically in the backup calculations for the hydrologic analysis, <br />available at the District. <br /> <br />2. CUHP is described in the Urban Storm Drainage Criteria Manual, 1969. <br /> <br />~ Leonard Rice Consulting Water Engineers. Inc. <br />