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">FEATHER RIVER - BOYDS LANDING (FBLC1)
Latitude: 39.05º N Longitude: 121.61º W Elevation: 50 Feet Forecast Type: Official Location
Location: Sutter County in California Bulletin Group: Lower Sacramento River Group: Feather Yuba
Issuance Time: Mar 29 2026 at 8:05 AM PDT Next Issuance: Mar 30 2026 at 9:00 AM PDT width="16%">
Action/Monitor: 57.0 Feet Minor Flood: 65.0 Feet Moderate Flood: 69.0 Feet Major Flood: 70.0 Feet

# Tabular Observed and Forecast Hydrograph Information River - Boyds Landing (FBLC1) 03/29/2026 at 08:06 AM PDT Date & Time of Maximum Observed: 03/24/2026 at 09:00 AM PDT 30.16 Feet 6007 cfs & Time of Maximum Forecast: 03/29/2026 at 09:00 AM PDT 28.53 Feet 3555 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 30.16 6007 Normal 30.16 6007 0 Normal 30.12 5943 - Normal 30.14 5975 + Normal 30.10 5912 - Normal 30.10 5912 0 Normal 30.09 5896 - Normal 30.08 5880 - Normal 30.09 5896 + Normal 30.07 5864 - Normal 30.06 5848 - Normal 30.06 5848 0 Normal 30.04 5817 - Normal 30.02 5785 - Normal 29.97 5706 - Normal 29.95 5675 - Normal 29.89 5581 - Normal 29.85 5519 - Normal 29.79 5425 - Normal 29.75 5363 - Normal 29.71 5301 - Normal 29.68 5255 - Normal 29.64 5193 - Normal 29.59 5117 - Normal 29.57 5086 - Normal 29.57 5086 0 Normal 29.56 5071 - Normal 29.54 5040 - Normal 29.53 5025 - Normal 29.51 4994 - Normal 29.50 4979 - Normal 29.48 4949 - Normal 29.48 4949 0 Normal 29.48 4949 0 Normal 29.47 4933 - Normal 29.47 4933 0 Normal 29.44 4888 - Normal 29.42 4858 - Normal 29.41 4842 - Normal 29.39 4812 - Normal 29.33 4722 - Normal 29.30 4677 - Normal 29.27 4632 - Normal 29.22 4557 - Normal 29.17 4482 - Normal 29.13 4423 - Normal 29.10 4379 - Normal 29.07 4334 - Normal 29.05 4305 - Normal 29.03 4275 - Normal 28.99 4217 - Normal 28.98 4202 - Normal 28.97 4187 - Normal 28.97 4187 0 Normal 28.97 4187 0 Normal 28.96 4173 - Normal 28.94 4144 - Normal 28.93 4129 - Normal 28.92 4114 - Normal 28.91 4100 - Normal 28.91 4100 0 Normal 28.92 4114 + Normal 28.91 4100 - Normal 28.88 4056 - Normal 28.88 4056 0 Normal 28.87 4042 - Normal 28.85 4013 - Normal 28.85 4013 0 Normal 28.83 3984 - Normal 28.82 3969 - Normal 28.79 3926 - Normal 28.74 3854 - Normal 28.78 3912 + Normal 28.78 3912 0 Normal 28.78 3912 0 Normal 28.77 3897 - Normal 28.77 3897 0 Normal 28.77 3897 0 Normal 28.76 3883 - Normal 28.76 3883 0 Normal 28.76 3883 0 Normal 28.75 3868 - Normal 28.75 3868 0 Normal 28.73 3840 - Normal 28.73 3840 0 Normal 28.73 3840 0 Normal 28.73 3840 0 Normal 28.72 3825 - Normal 28.71 3811 - Normal 28.71 3811 0 Normal 28.70 3797 - Normal 28.69 3782 - Normal 28.68 3768 - Normal 28.68 3768 0 Normal 28.67 3754 - Normal 28.67 3754 0 Normal 28.66 3740 - Normal 28.66 3740 0 Normal 28.65 3725 - Normal 28.65 3725 0 Normal 28.65 3725 0 Normal 28.64 3711 - Normal 28.63 3697 - Normal 28.62 3683 - Normal 28.61 3668 - Normal 28.62 3683 + Normal 28.61 3668 - Normal 28.63 3697 + Normal 28.60 3654 - Normal 28.61 3668 + Normal 28.62 3683 + Normal 28.62 3683 0 Normal 28.61 3668 - Normal 28.58 3626 - Normal 28.58 3626 0 Normal 28.58 3626 0 Normal 28.57 3612 - Normal 28.56 3598 - Normal 28.55 3584 - Normal 28.55 3584 0 Normal 28.54 3569 - Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 28.53 3555 Normal 28.53 3555 0 Normal 28.52 3541 - Normal 28.52 3541 0 Normal 28.51 3527 - Normal 28.50 3513 - Normal 28.49 3499 - Normal 28.48 3485 - Normal 28.47 3471 - Normal 28.46 3457 - Normal 28.45 3443 - Normal 28.44 3429 - Normal 28.43 3415 - Normal 28.42 3401 - Normal 28.41 3387 - Normal 28.40 3373 - Normal 28.39 3359 - Normal 28.39 3359 0 Normal 28.38 3345 - Normal 28.37 3332 - Normal 28.36 3318 - Normal 28.36 3318 0 Normal 28.35 3304 - Normal 28.34 3290 - Normal 28.34 3290 0 Normal 28.33 3276 - Normal 28.33 3276 0 Normal 28.32 3262 - Normal 28.32 3262 0 Normal 28.32 3262 0 Normal 28.32 3262 0 Normal 28.31 3248 - Normal 28.31 3248 0 Normal 28.31 3248 0 Normal 28.31 3248 0 Normal 28.30 3235 - Normal 28.30 3235 0 Normal 28.30 3235 0 Normal 28.30 3235 0 Normal 28.30 3235 0 Normal 28.30 3235 0 Normal 28.30 3235 0 Normal 28.30 3235 0 Normal 28.29 3221 - Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.29 3221 0 Normal 28.30 3235 + Normal 28.30 3235 0 Normal 28.30 3235 0 Normal 28.30 3235 0 Normal 28.30 3235 0 Normal 28.30 3235 0 Normal 28.30 3235 0 Normal 28.30 3235 0 Normal 28.30 3235 0 Normal 28.30 3235 0 Normal 28.30 3235 0 Normal 28.31 3248 + Normal 28.31 3248 0 Normal 28.31 3248 0 Normal 28.31 3248 0 Normal 28.31 3248 0 Normal 28.31 3248 0 Normal 28.32 3262 + Normal 28.32 3262 0 Normal 28.32 3262 0 Normal 28.32 3262 0 Normal 28.32 3262 0 Normal 28.32 3262 0 Normal 28.32 3262 0 Normal 28.32 3262 0 Normal 28.32 3262 0 Normal 28.32 3262 0 Normal 28.32 3262 0 Normal 28.32 3262 0 Normal 28.33 3276 + Normal 28.33 3276 0 Normal 28.33 3276 0 Normal 28.33 3276 0 Normal 28.33 3276 0 Normal 28.33 3276 0 Normal 28.33 3276 0 Normal 28.34 3290 + Normal 28.34 3290 0 Normal 28.34 3290 0 Normal 28.34 3290 0 Normal 28.34 3290 0 Normal 28.34 3290 0 Normal 28.34 3290 0 Normal 28.34 3290 0 Normal 28.34 3290 0 Normal 28.34 3290 0 Normal 28.34 3290 0 Normal 28.33 3276 - Normal 28.33 3276 0 Normal 28.33 3276 0 Normal 28.33 3276 0 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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