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">YUBA RIVER - MARYSVILLE (MRYC1)
Latitude: 39.18º N Longitude: 121.52º W Elevation: 88 Feet Forecast Type: Official Location
Location: Yuba County in California Bulletin Group: Lower Sacramento River Group: Feather Yuba
Issuance Time: Apr 07 2026 at 7:05 AM PDT Next Issuance: Apr 07 2026 at 3:00 PM PDT width="16%">
Action/Monitor: 74.0 Feet Minor Flood: 87.0 Feet Moderate Flood: 90.0 Feet Major Flood: 91.0 Feet

# Tabular Observed and Forecast Hydrograph Information River - Marysville (MRYC1) 04/07/2026 at 07:05 AM PDT Date & Time of Maximum Observed: 04/03/2026 at 03:00 AM PDT 64.20 Feet 4279 cfs & Time of Maximum Forecast: 04/12/2026 at 05:00 AM PDT 62.74 Feet 2141 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 63.57 3262 Normal 63.63 3353 + Normal 63.69 3445 + Normal 63.77 3569 + Normal 63.85 3696 + Normal 63.89 3761 + Normal 63.97 3891 + Normal 64.03 3990 + Normal 64.07 4057 + Normal 64.11 4125 + Normal 64.13 4159 + Normal 64.15 4193 + Normal 64.19 4262 + Normal 64.20 4279 + Normal 64.19 4262 - Normal 64.18 4245 - Normal 64.19 4262 + Normal 64.20 4279 + Normal 64.20 4279 0 Normal 64.20 4279 0 Normal 64.20 4279 0 Normal 64.17 4227 - Normal 64.14 4176 - Normal 64.12 4142 - Normal 64.12 4142 0 Normal 64.10 4108 - Normal 64.07 4057 - Normal 64.12 4142 + Normal 64.08 4074 - Normal 64.07 4057 - Normal 64.11 4125 + Normal 64.06 4041 - Normal 64.04 4007 - Normal 64.07 4057 + Normal 64.05 4024 - Normal 64.03 3990 - Normal 64.05 4024 + Normal 64.06 4041 + Normal 64.07 4057 + Normal 64.06 4041 - Normal 64.08 4074 + Normal 64.08 4074 0 Normal 64.08 4074 0 Normal 64.07 4057 - Normal 64.09 4091 + Normal 64.05 4024 - Normal 64.07 4057 + Normal 64.05 4024 - Normal 64.06 4041 + Normal 64.05 4024 - Normal 64.03 3990 - Normal 64.05 4024 + Normal 64.02 3974 - Normal 63.98 3908 - Normal 63.94 3842 - Normal 63.88 3745 - Normal 63.84 3680 - Normal 63.78 3585 - Normal 63.74 3522 - Normal 63.65 3383 - Normal 63.60 3307 - Normal 63.52 3188 - Normal 63.49 3143 - Normal 63.44 3070 - Normal 63.40 3013 - Normal 63.30 2870 - Normal 63.25 2801 - Normal 63.15 2664 - Normal 63.09 2584 - Normal 63.02 2492 - Normal 62.95 2402 - Normal 62.92 2363 - Normal 62.90 2338 - Normal 62.89 2326 - Normal 62.87 2300 - Normal 62.87 2300 0 Normal 62.89 2326 + Normal 62.87 2300 - Normal 62.84 2263 - Normal 62.77 2177 - Normal 62.74 2141 - Normal 62.69 2081 - Normal 62.66 2046 - Normal 62.64 2023 - Normal 62.62 1999 - Normal 62.61 1988 - Normal 62.61 1988 0 Normal 62.58 1953 - Normal 62.60 1976 + Normal 62.58 1953 - Normal 62.58 1953 0 Normal 62.58 1953 0 Normal 62.56 1930 - Normal 62.57 1942 + Normal 62.57 1942 0 Normal 62.56 1930 - Normal 62.57 1942 + Normal 62.57 1942 0 Normal 62.58 1953 + Normal 62.57 1942 - Normal 62.59 1965 + Normal 62.53 1896 - Normal 62.54 1908 + Normal 62.54 1908 0 Normal 62.52 1885 - Normal 62.54 1908 + Normal 62.53 1896 - Normal 62.53 1896 0 Normal 62.52 1885 - Normal 62.52 1885 0 Normal 62.52 1885 0 Normal 62.51 1874 - Normal 62.51 1874 0 Normal 62.50 1863 - Normal 62.52 1885 + Normal 62.53 1896 + Normal 62.52 1885 - Normal 62.51 1874 - Normal 62.51 1874 0 Normal 62.50 1863 - Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 62.49 1851 Normal 62.49 1851 0 Normal 62.49 1851 0 Normal 62.49 1851 0 Normal 62.47 1829 - Normal 62.47 1829 0 Normal 62.47 1829 0 Normal 62.47 1829 0 Normal 62.48 1840 + Normal 62.48 1840 0 Normal 62.47 1829 - Normal 62.47 1829 0 Normal 62.47 1829 0 Normal 62.47 1829 0 Normal 62.47 1829 0 Normal 62.46 1818 - Normal 62.45 1807 - Normal 62.46 1818 + Normal 62.46 1818 0 Normal 62.47 1829 + Normal 62.47 1829 0 Normal 62.46 1818 - Normal 62.45 1807 - Normal 62.46 1818 + Normal 62.46 1818 0 Normal 62.47 1829 + Normal 62.47 1829 0 Normal 62.46 1818 - Normal 62.45 1807 - Normal 62.46 1818 + Normal 62.46 1818 0 Normal 62.47 1829 + Normal 62.47 1829 0 Normal 62.46 1818 - Normal 62.45 1807 - Normal 62.46 1818 + Normal 62.46 1818 0 Normal 62.47 1829 + Normal 62.47 1829 0 Normal 62.46 1818 - Normal 62.45 1807 - Normal 62.46 1818 + Normal 62.46 1818 0 Normal 62.47 1829 + Normal 62.47 1829 0 Normal 62.46 1818 - Normal 62.45 1807 - Normal 62.46 1818 + Normal 62.47 1829 + Normal 62.47 1829 0 Normal 62.47 1829 0 Normal 62.46 1818 - Normal 62.45 1807 - Normal 62.46 1818 + Normal 62.47 1829 + Normal 62.47 1829 0 Normal 62.47 1829 0 Normal 62.46 1818 - Normal 62.45 1807 - Normal 62.45 1807 0 Normal 62.59 1965 + Normal 62.48 1840 - Normal 62.48 1840 0 Normal 62.48 1840 0 Normal 62.48 1840 0 Normal 62.48 1840 0 Normal 62.47 1829 - Normal 62.45 1807 - Normal 62.59 1965 + Normal 62.48 1840 - Normal 62.48 1840 0 Normal 62.62 1999 + Normal 62.63 2011 + Normal 62.49 1851 - Normal 62.49 1851 0 Normal 62.51 1874 + Normal 62.63 2011 + Normal 62.50 1863 - Normal 62.64 2023 + Normal 62.52 1885 - Normal 62.65 2034 + Normal 62.64 2023 - Normal 62.50 1863 - Normal 62.47 1829 - Normal 62.61 1988 + Normal 62.51 1874 - Normal 62.65 2034 + Normal 62.66 2046 + Normal 62.54 1908 - Normal 62.54 1908 0 Normal 62.55 1919 + Normal 62.66 2046 + Normal 62.53 1896 - Normal 62.67 2058 + Normal 62.67 2058 0 Normal 62.54 1908 - Normal 62.53 1896 - Normal 62.54 1908 + Normal 62.54 1908 0 Normal 62.66 2046 + Normal 62.54 1908 - Normal 62.66 2046 + Normal 62.65 2034 - Normal 62.53 1896 - Normal 62.54 1908 + Normal 62.68 2070 + Normal 62.67 2058 - Normal 62.65 2034 - Normal 62.54 1908 - Normal 62.68 2070 + Normal 62.68 2070 0 Normal 62.69 2081 + Normal 62.69 2081 0 Normal 62.70 2093 + Normal 62.70 2093 0 Normal 62.71 2105 + Normal 62.72 2117 + Normal 62.73 2129 + Normal 62.74 2141 + 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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