Laserfiche WebLink
m m m m m m m m m m m m m m m m r m m <br />TABLE 3 <br />WHITE RIVER FLOW SUMMARY <br />MAP KEY LOCATION DRAINAGE AREA 50YR FLOW <br />(Flow/ sq mi) 100YR FLOW <br />(Flow/ sq mi) SOURCE <br />WO MEEKER 1024 miz 5900 (5.8) 6500 (6.3) FEMA <br />W1 ABOVE PICEANCE CR 1204 mil 6934 (5.8) 8133 (6.8) CALC <br />W2 BELOW PICEANCE CR 1856 miz 9565 (5.2) 12501 (6.7) CALC <br />W3 ABOVE YELLOW CR 2018 miz 10137 (5.0) 13508 (6.7) CALC <br />W4 BELOW YELLOW CR 2280 miz 11007 (4.8) 15079 (6.6) CALC <br />W5 BELOW WOLF CR 2460 miz 11570 (4.7) 16120 (6.6) CALC <br />W6 "NEAR RANGELY" GAGE SITE (BELOW BOISE CR) 2530 miz 11782 (4.7) 16517 (6.5) CALC <br />W7 BELOW SPRING CR 2620 miz 12051 (4.6) 17021 (6.5) CALC <br />W8 ABOVE DOUGLAS CR 2880 miz 13000 (4.5) 18500 (6.4) FEMA <br />W9 BELOW RANGELY AT D/S LIMIT OF FEMA 3300 miz 13500 (4.1) 20000 (6.1) FEMA <br />W10 STATE LINE 3,552 miz 14539 (4.1) 21873 (6.1) CALC <br />SOURCE KEY <br />FEMA - FEDERAL EMERGENCY MANAGEMENT AGENCY - FLOOD INSURANCE STUDY (see References 1, 2, and. 3) <br />CALC - CALCULATED USING CURVE FIT EQUATION FROM PUBLISHED FLOW VALUES