CNRFC - Hydrology - River Guidance - Tabular Data

Location:

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KLAMATHRUSNAPSOUTHBAYSALINASSOCALSANDIEGOUPRSACLWRSACFTHRYUBAAMERICANCAPUTAHTULARESANJOAQNSANJOAQESIERRAHUMBOLDT = window.location.search; = new URLSearchParams(queryString); = window.location.href.split('?')[0] + "?" + urlParams.toString(); class="head">EEL RIVER - FORT SEWARD (FTSC1)
Latitude: 40.22º N Longitude: 123.63º W Elevation: 217 Feet Forecast Type: Official Location
Location: Humboldt County in California Bulletin Group: North Coast River Group: North Coast
Issuance Time: Apr 20 2026 at 6:49 AM PDT Next Issuance: Apr 21 2026 at 9:00 AM PDT width="16%">
Action/Monitor: 55.0 Feet Minor Flood: 70.0 Feet Moderate Flood: 80.0 Feet Major Flood: 90.0 Feet

# Tabular Observed and Forecast Hydrograph Information River - Fort Seward (FTSC1) 04/20/2026 at 06:49 AM PDT Date & Time of Maximum Observed: 04/15/2026 at 06:00 AM PDT 11.29 Feet 3015 cfs & Time of Maximum Forecast: 04/22/2026 at 12:00 PM PDT 14.10 Feet 7443 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 11.29 3015 Normal 11.25 2962 - Normal 11.21 2909 - Normal 11.18 2869 - Normal 11.17 2856 - Normal 11.14 2817 - Normal 11.11 2779 - Normal 11.09 2753 - Normal 11.06 2715 - Normal 11.07 2728 + Normal 11.05 2702 - Normal 11.04 2690 - Normal 11.05 2702 + Normal 11.06 2715 + Normal 11.06 2715 0 Normal 11.08 2740 + Normal 11.11 2779 + Normal 11.11 2779 0 Normal 11.11 2779 0 Normal 11.11 2779 0 Normal 11.09 2753 - Normal 11.08 2740 - Normal 11.05 2702 - Normal 11.03 2677 - Normal 11.01 2652 - Normal 10.99 2627 - Normal 10.97 2603 - Normal 10.94 2566 - Normal 10.92 2541 - Normal 10.90 2517 - Normal 10.88 2493 - Normal 10.86 2469 - Normal 10.85 2457 - Normal 10.83 2433 - Normal 10.82 2421 - Normal 10.77 2362 - Normal 10.76 2351 - Normal 10.75 2339 - Normal 10.74 2328 - Normal 10.73 2316 - Normal 10.72 2304 - Normal 10.71 2293 - Normal 10.71 2293 0 Normal 10.70 2281 - Normal 10.69 2270 - Normal 10.69 2270 0 Normal 10.67 2247 - Normal 10.66 2236 - Normal 10.65 2225 - Normal 10.64 2213 - Normal 10.63 2202 - Normal 10.61 2180 - Normal 10.60 2169 - Normal 10.58 2146 - Normal 10.57 2135 - Normal 10.57 2135 0 Normal 10.54 2103 - Normal 10.54 2103 0 Normal 10.53 2092 - Normal 10.52 2081 - Normal 10.50 2059 - Normal 10.49 2048 - Normal 10.48 2038 - Normal 10.46 2016 - Normal 10.46 2016 0 Normal 10.46 2016 0 Normal 10.44 1995 - Normal 10.45 2006 + Normal 10.43 1984 - Normal 10.42 1974 - Normal 10.40 1953 - Normal 10.40 1953 0 Normal 10.39 1942 - Normal 10.38 1932 - Normal 10.36 1911 - Normal 10.35 1901 - Normal 10.35 1901 0 Normal 10.34 1891 - Normal 10.33 1880 - Normal 10.32 1870 - Normal 10.32 1870 0 Normal 10.32 1870 0 Normal 10.31 1860 - Normal 10.31 1860 0 Normal 10.29 1840 - Normal 10.28 1830 - Normal 10.28 1830 0 Normal 10.27 1820 - Normal 10.25 1799 - Normal 10.25 1799 0 Normal 10.25 1799 0 Normal 10.25 1799 0 Normal 10.24 1790 - Normal 10.24 1790 0 Normal 10.23 1780 - Normal 10.23 1780 0 Normal 10.22 1770 - Normal 10.22 1770 0 Normal 10.21 1760 - Normal 10.20 1750 - Normal 10.20 1750 0 Normal 10.20 1750 0 Normal 10.19 1740 - Normal 10.19 1740 0 Normal 10.19 1740 0 Normal 10.19 1740 0 Normal 10.18 1730 - Normal 10.16 1711 - Normal 10.17 1721 + Normal 10.15 1701 - Normal 10.14 1692 - Normal 10.14 1692 0 Normal 10.14 1692 0 Normal 10.13 1682 - Normal 10.13 1682 0 Normal 10.12 1672 - Normal 10.12 1672 0 Normal 10.11 1663 - Normal 10.12 1672 + Normal 10.11 1663 - Normal 10.10 1653 - Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 10.10 1653 Normal 10.09 1644 - Normal 10.08 1634 - Normal 10.07 1625 - Normal 10.06 1615 - Normal 10.05 1606 - Normal 10.05 1606 0 Normal 10.04 1597 - Normal 10.04 1597 0 Normal 10.03 1587 - Normal 10.04 1597 + Normal 10.04 1597 0 Normal 10.06 1615 + Normal 10.08 1634 + Normal 10.13 1682 + Normal 10.21 1760 + Normal 10.31 1860 + Normal 10.42 1974 + Normal 10.53 2092 + Normal 10.67 2247 + Normal 10.83 2433 + Normal 11.00 2640 + Normal 11.24 2948 + Normal 11.47 3262 + Normal 11.69 3580 + Normal 11.89 3884 + Normal 12.06 4144 + Normal 12.20 4355 + Normal 12.31 4517 + Normal 12.38 4621 + Normal 12.45 4726 + Normal 12.50 4801 + Normal 12.54 4862 + Normal 12.60 4954 + Normal 12.66 5046 + Normal 12.71 5124 + Normal 12.78 5233 + Normal 12.87 5374 + Normal 13.07 5694 + Normal 13.38 6202 + Normal 13.58 6539 + Normal 13.70 6744 + Normal 13.80 6916 + Normal 13.76 6847 - Normal 13.69 6726 - Normal 13.66 6675 - Normal 13.62 6607 - Normal 13.61 6590 - Normal 13.64 6641 + Normal 13.76 6847 + Normal 13.90 7090 + Normal 14.01 7284 + Normal 14.08 7408 + Normal 14.10 7443 + Normal 14.08 7408 - Normal 14.03 7319 - Normal 13.96 7196 - Normal 13.89 7073 - Normal 13.81 6933 - Normal 13.72 6778 - Normal 13.65 6658 - Normal 13.56 6505 - Normal 13.47 6353 - Normal 13.39 6219 - Normal 13.30 6070 - Normal 13.23 5954 - Normal 13.17 5856 - Normal 13.10 5742 - Normal 13.03 5629 - Normal 12.96 5517 - Normal 12.89 5406 - Normal 12.82 5296 - Normal 12.76 5202 - Normal 12.70 5108 - Normal 12.64 5015 - Normal 12.58 4923 - Normal 12.53 4847 - Normal 12.48 4771 - Normal 12.44 4711 - Normal 12.39 4636 - Normal 12.35 4576 - Normal 12.30 4502 - Normal 12.26 4443 - Normal 12.21 4369 - Normal 12.17 4311 - Normal 12.13 4250 - Normal 12.09 4189 - Normal 12.05 4129 - Normal 12.01 4069 - Normal 11.96 3993 - Normal 11.93 3946 - Normal 11.89 3884 - Normal 11.85 3822 - Normal 11.81 3761 - Normal 11.78 3715 - Normal 11.74 3655 - Normal 11.71 3610 - Normal 11.69 3580 - Normal 11.67 3551 - Normal 11.65 3521 - Normal 11.64 3506 - Normal 11.63 3492 - Normal 11.62 3477 - Normal 11.62 3477 0 Normal 11.61 3463 - Normal 11.60 3448 - Normal 11.59 3434 - Normal 11.57 3405 - Normal 11.55 3376 - Normal 11.53 3347 - Normal 11.51 3319 - Normal 11.49 3291 - Normal 11.46 3248 - Normal 11.44 3220 - Normal 11.42 3193 - Normal 11.39 3151 - Normal 11.37 3124 - Normal 11.35 3096 - Normal 11.33 3069 - Normal Stages are rounded to the nearest hundredth (.01) of a foot. Flows are rounded to the nearest (1) cfs. Trends are determined using hourly change in unrounded stage and flow. Maximum Values are determined using unrounded stage and flow. End Web Content -->
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