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<br />Table 3
<br />CUHP Subwatershed Characteristics.
<br />Van Bibber Creek
<br />
<br /> Catchment Centroid Percent Pervious Impervious Infiltration Decay Final Infiltration
<br />Subbasin Subbasin Area Length Distance Impervious Catchment Slope R ,2 3 4
<br /> (sq, mi) (ftlft) etentlOn Retention Rate Coefficient 5 6 (inlhr)
<br /> (mi) (mi) (%) (in) (in) (inlhr)
<br />YB500 1.311 2,644 1.415 37 0,010 0.35 0,1 3.0 0,0018 0.5
<br />YB501 0,212 0.981 0.487 37 0,021 0,35 0,1 3.0 0,0018 0,5
<br />YB502 0.371 1.182 0.451 37 0,014 0,35 0.1 3.0 0,0018 0,5
<br />YB503 0.402 0,818 0.450 37 0,014 0,35 0.1 3.0 0,0018 0,5
<br />YB504 0,165 0,613 0,229 37 0,005 0.35 0,1 3.0 0,0018 0,5
<br />YB505 1,260 2,930 1.310 37 0,016 0,35 0,1 3,0 0,0018 0,5
<br />YB506 0.480 1.930 0,829 37 0.015 0,35 0,1 3,0 0,0018 0,5
<br />YB507 0,630 1.720 0.706 10 0,020 0.4 0,1 3,0 0,0018 0,5
<br />YB508 1.060 1.760 0,901 17 0,036 0.4 0,1 3.0 0,0018 0,5
<br />YB509 1.070 1.430 0.496 2 0.027 0.4 0.1 3.0 0,0018 0,5
<br />YB510 2.440 4,170 2,564 5 0,029 0,4 0,1 3.0 0,0018 0.5
<br />YB511 4.450 5,010 2,593 0 0,072 0.4 0.1 3,0 0,0018 0,5
<br />YB512 3,820 2,730 1.280 0 0,135 0.4 0.1 3,0 0,0018 0,5
<br />
<br />Notes
<br />
<br />1) Optional input parameter to be used on small basins < 90 acres,
<br />2) Estimated using UDFCD's Drainage Criteria Manual. Table RO-6, page RO-20,
<br />3) Estimated using UDFCD's Drainage Criteria Manual. Table RO.6, page RO-20,
<br />4) Estimated using UDFCD's Drainage Criteria Manual. Table RO.7, page RO-21, Hydrologic Soil Group assumed to be "C"
<br />5) Estimated using UDFCD's Drainage Criteria Manual - Table RO.7, page RO.21. Hydrologic Soil Group assumed to be "C"
<br />6) Estimated using UDFCD's Drainage Criteria Manual. Table RO.7, page RO-21. Hydrologic Soil Group assumed to be "C"
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