607 RIVERSIDE RD 2021-01-29 - Laserfiche WebLink

Appendix B-3 25-year and 100-year Rational Method Model RDCO #7 II RDCB#2 II 13.8374 II 0.0735 II 0.0975 II 0.0331 II 13.8946 II 17.0000 I RDCO#6 _ RDCO#7 14.1997 14.1997 17.5000 RDCO#8 RDCO#7 14.4476 14.4476 18.0000 No approach losses at node RDCO#10 because inverts and/or crowns are offset. RDCB#3 RDCB#2 13.3023 13.3023 16.0000 RDCO#10 RDCB#3 13.4823 0.0726 0.1053 0.0384 13.5533 17.0000 RDCO#9 RDC0#10 14.1000 14.1000 17.5000 RDC0#11 RDC0#10 14.0306 14.0306 17.5000 SDCB#3 SDCB#2 13.4510 0.1488 0.0446 13.3468 17.2800 SDCB#4 SDCB#3 14.0171 0.1111 0.0005 0.0195 13.9260 17.4000 Trench Drain SDCB#4 14.3992 14.3992 17.0000 CB#1 SDCB#5 SDCB#4 14.7800 0.0713 0.0007 0.0167 14.7262 17.4000 Trench Drain SDCB#5 14.8692 14.8692 17.0000 CB#2 SDCB#6 SDCB#5 15.1826 0.1622 0.1590 15.1794 17.7400 SDCB#7 SDCB#6 15.5143 0.1431 0.0010 0.0182 15.3904 18.5300 RDCO#14 SDCB#7 15.7210 15.7210 19.5000 SDCB#8 SDCB#7 15.6604 0.1417 0.0250 15.5437 17.6700 SDCB#9 SDCB#8 15.7485 0.1426 0.0353 15.6412 17.8200 SDCB#10 SDCB#9 15.9070 0.1246 0.0208 0.0226 15.8258 18.2900 RDCO#15 SDCB#10 17.6293 17.6293 19.8000 SDCB#11 SDCB#10 16.2383 0.0615 0.0005 0.0210 16.1982 18.1800 RDCO#16 SDCB#11 17.8464 17.8464 20.0000 SDCB#12 SDCB#11 16.6539 0.1252 0.0056 0.0491 16.5835 18.2300 RDCO#17 SDCB#12 17.5962 17.5962 20.0000 SDCB#13 SDCB#12 16.9609 0.5050 0.5080 0.1543 17.1182 18.8300 RDCO#18 SDCB#13 17.6323 17.6323 19.8000 SDCB#14 SDCB#13 17.2628 17.2628 18.9300 ROUTEHYD [] THRU [Untitled] USING Everett AND [100 yr] NOTZERO RELATIVE RATIONAL Reach Area TC Flow Full Q Full nDepth Size nVel fVel CBasin/ ID (ac) (min) (cfs) (cfs) ratio (ft) (ft/s) (ft/s) Hyd 6" RD1 0.3510 15.28 0.6507 0.4310 1.51 Diam 3.3141 2.1950 RDCO#1 8" RD2 0.3510 15.94 0.6437 0.9282 0.69 0.4085 Diam 2.8705 2.6590 11 1 11 8" 1 I 1