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
Location: Yuba County in California Bulletin Group: Lower Sacramento River Group: Feather Yuba
Issuance Time: Feb 07 2026 at 8:35 AM PST Next Issuance: Feb 08 2026 at 9:00 AM PST 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) 02/07/2026 at 08:35 AM PST Date & Time of Maximum Observed: 02/02/2026 at 10:00 AM PST 62.19 Feet 1533 cfs & Time of Maximum Forecast: 02/07/2026 at 09:00 AM PST 61.94 Feet 1286 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 62.18 1523 Normal 62.16 1503 - Normal 62.19 1533 + Normal 62.18 1523 - Normal 62.16 1503 - Normal 62.14 1483 - Normal 62.13 1473 - Normal 62.11 1453 - Normal 62.13 1473 + Normal 62.10 1443 - Normal 62.09 1434 - Normal 62.06 1405 - Normal 62.06 1405 0 Normal 62.08 1424 + Normal 62.07 1414 - Normal 62.07 1414 0 Normal 62.08 1424 + Normal 62.07 1414 - Normal 62.06 1405 - Normal 62.04 1385 - Normal 62.08 1424 + Normal 62.05 1395 - Normal 62.06 1405 + Normal 62.09 1434 + Normal 62.07 1414 - Normal 62.07 1414 0 Normal 62.08 1424 + Normal 62.08 1424 0 Normal 62.07 1414 - Normal 62.08 1424 + Normal 62.08 1424 0 Normal 62.09 1434 + Normal 62.11 1453 + Normal 62.05 1395 - Normal 62.06 1405 + Normal 62.05 1395 - Normal 62.07 1414 + Normal 62.05 1395 - Normal 62.05 1395 0 Normal 62.05 1395 0 Normal 62.03 1376 - Normal 62.04 1385 + Normal 62.06 1405 + Normal 62.06 1405 0 Normal 62.06 1405 0 Normal 62.04 1385 - Normal 62.04 1385 0 Normal 62.08 1424 + Normal 62.02 1366 - Normal 62.04 1385 + Normal 62.07 1414 + Normal 62.04 1385 - Normal 62.07 1414 + Normal 62.05 1395 - Normal 62.02 1366 - Normal 62.06 1405 + Normal 62.09 1434 + Normal 62.05 1395 - Normal 62.02 1366 - Normal 62.04 1385 + Normal 62.05 1395 + Normal 62.03 1376 - Normal 62.04 1385 + Normal 62.05 1395 + Normal 62.03 1376 - Normal 62.04 1385 + Normal 62.04 1385 0 Normal 62.04 1385 0 Normal 62.02 1366 - Normal 62.00 1347 - Normal 62.02 1366 + Normal 62.03 1376 + Normal 62.05 1395 + Normal 62.02 1366 - Normal 62.05 1395 + Normal 62.05 1395 0 Normal 62.03 1376 - Normal 62.05 1395 + Normal 62.08 1424 + Normal 62.04 1385 - Normal 62.06 1405 + Normal 62.07 1414 + Normal 62.03 1376 - Normal 62.03 1376 0 Normal 62.06 1405 + Normal 62.06 1405 0 Normal 62.05 1395 - Normal 62.04 1385 - Normal 62.05 1395 + Normal 62.03 1376 - Normal 62.04 1385 + Normal 62.03 1376 - Normal 62.06 1405 + Normal 62.02 1366 - Normal 62.06 1405 + Normal 62.03 1376 - Normal 62.04 1385 + Normal 62.03 1376 - Normal 62.07 1414 + Normal 62.04 1385 - Normal 62.04 1385 0 Normal 62.06 1405 + Normal 62.06 1405 0 Normal 62.05 1395 - Normal 62.03 1376 - Normal 61.99 1337 - Normal 61.98 1327 - Normal 61.96 1306 - Normal 61.95 1296 - Normal 61.92 1266 - Normal 61.97 1316 + Normal 61.97 1316 0 Normal 61.97 1316 0 Normal 61.96 1306 - Normal 61.94 1286 - Normal 61.95 1296 + Normal 61.96 1306 + Normal 61.94 1286 - Normal 61.94 1286 0 Normal 61.94 1286 0 Normal 61.94 1286 0 Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 61.94 1286 Normal 61.94 1286 0 Normal 61.94 1286 0 Normal 61.94 1286 0 Normal 61.94 1286 0 Normal 61.94 1286 0 Normal 61.94 1286 0 Normal 61.94 1286 0 Normal 61.94 1286 0 Normal 61.93 1276 - Normal 61.91 1256 - Normal 61.87 1216 - Normal 61.85 1197 - Normal 61.84 1187 - Normal 61.84 1187 0 Normal 61.84 1187 0 Normal 61.83 1177 - Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.83 1177 0 Normal 61.82 1168 - Normal 61.83 1177 + Normal 61.82 1168 - Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.81 1158 - Normal 61.82 1168 + Normal 61.81 1158 - Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.82 1168 + Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.82 1168 0 Normal 61.81 1158 - Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.81 1158 0 Normal 61.80 1148 - 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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