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HomeMy WebLinkAboutTR 35337 HYDROLOGY REPORT-018 Spyglass Ranch Tract 35337 Hydrology Study Table A- _Basin. ##2 - Vo-lume V-s Depth 1296.50 41400 20200 117678 2.7015 4.50 1296.00 39400 19250 97478 2.2378 4.00 1295.50 37600 17475 78228 1.7959 3.50 1295.00 32300 10478 60753 1.3947 3.00 1294.66 31200 9983 50276 1.1542 2.66 1294.33 29300 9207 40293 0.9250 2.33 1294.00 26500 8168 31086 0.7136 2.00 1293.66 23000 6947 22919 0.5261 1.66 1293.33 19100 5693 15972 0.3667 1.33 1293.00 15400 4439 10280 0.2360 1.00 1292.66 11500 3284 5841 0.1341 0.66 1292.33 8400 2558 2558 0.0587 0.33 1292.00 7100 0 0 0.0000 0.00 Table 5: Basin #2 - Volume Vs. Depth for Water Quality' Contour Contour Volume Total Total Volume Basin Elevation Area (CF) Volume (Acre-FT) Depth (SF) (C F) (FT) 1296.00 39400 19250 97478 2.2378 4.00 1295.50 37600 17475 78228 1.7959 3.50 1295.00 32300 10478 60753 1.3947 3.00 1294.66 31200 9983 50276 1.1542 2.66 1294.33 29300 9207 40293 0.9250 2.33 1294.00 26500 8168 31086 0.7136 2.00 1293.66 23000 6947 22919 0.5261 1.66 1293.33 19100 5693 15972 0.3667 1.33 1293.00 15400 4439 10280 0.2360 1.00 1292.66 11500 3284 5841 0.1341 0.66 1292.33 8400 2558 2558 0.0587 0.33 1292.00 7100 0 0 0.0000 0.00 VBMP = 72890 1.6733 VBMP Water Depth = 3.4 Notes: 1. Volumes shown use the upper and bottom stages of basin. Forebay volume is not included in the computations. Table 6 provides a summary of Basin ##2 Depth vs. Outflow, as utilized in the routing analysis. Note that the basin has an outlet structure that is I.: 67) ;' I I'innl ,lkdr'ology ,Kopor'I 1 I,rpni l Hnd\.dn< a - 14 -