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">SMITH RIVER - DOCTOR FINE BRIDGE (FTDC1)
Latitude: 41.88º N Longitude: 124.14º W Elevation: 0 Feet
Location: Del Norte County in California Bulletin Group: North Coast River Group: North Coast
Issuance Time: May 19 2025 at 7:57 AM PDT Next Issuance: May 20 2025 at 9:00 AM PDT width="16%">
Action/Monitor: 27.0 Feet Minor Flood: 33.0 Feet Moderate Flood: 36.0 Feet Major Flood: 39.0 Feet

# Tabular Observed and Forecast Hydrograph Information River - Doctor Fine Bridge (FTDC1) 05/19/2025 at 07:57 AM PDT Date & Time of Maximum Observed: 05/14/2025 at 09:00 AM PDT 12.92 Feet 1292 cfs & Time of Maximum Forecast: 05/19/2025 at 08:00 AM PDT 12.59 Feet 1060 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 12.92 1292 Normal 12.92 1292 0 Normal 12.92 1292 0 Normal 12.91 1285 - Normal 12.91 1285 0 Normal 12.91 1285 0 Normal 12.90 1278 - Normal 12.89 1270 - Normal 12.89 1270 0 Normal 12.89 1270 0 Normal 12.88 1263 - Normal 12.87 1255 - Normal 12.87 1255 0 Normal 12.86 1248 - Normal 12.86 1248 0 Normal 12.85 1241 - Normal 12.85 1241 0 Normal 12.84 1233 - Normal 12.83 1226 - Normal 12.83 1226 0 Normal 12.82 1219 - Normal 12.82 1219 0 Normal 12.81 1212 - Normal 12.81 1212 0 Normal 12.80 1205 - Normal 12.80 1205 0 Normal 12.80 1205 0 Normal 12.79 1198 - Normal 12.79 1198 0 Normal 12.79 1198 0 Normal 12.79 1198 0 Normal 12.79 1198 0 Normal 12.79 1198 0 Normal 12.78 1191 - Normal 12.78 1191 0 Normal 12.78 1191 0 Normal 12.77 1184 - Normal 12.77 1184 0 Normal 12.76 1177 - Normal 12.76 1177 0 Normal 12.76 1177 0 Normal 12.75 1170 - Normal 12.75 1170 0 Normal 12.74 1163 - Normal 12.73 1156 - Normal 12.73 1156 0 Normal 12.73 1156 0 Normal 12.72 1149 - Normal 12.72 1149 0 Normal 12.71 1142 - Normal 12.71 1142 0 Normal 12.71 1142 0 Normal 12.71 1142 0 Normal 12.71 1142 0 Normal 12.71 1142 0 Normal 12.71 1142 0 Normal 12.71 1142 0 Normal 12.71 1142 0 Normal 12.71 1142 0 Normal 12.71 1142 0 Normal 12.70 1136 - Normal 12.70 1136 0 Normal 12.70 1136 0 Normal 12.70 1136 0 Normal 12.70 1136 0 Normal 12.69 1129 - Normal 12.69 1129 0 Normal 12.68 1122 - Normal 12.68 1122 0 Normal 12.67 1116 - Normal 12.67 1116 0 Normal 12.67 1116 0 Normal 12.67 1116 0 Normal 12.66 1109 - Normal 12.66 1109 0 Normal 12.66 1109 0 Normal 12.66 1109 0 Normal 12.67 1116 + Normal 12.67 1116 0 Normal 12.68 1122 + Normal 12.68 1122 0 Normal 12.68 1122 0 Normal 12.68 1122 0 Normal 12.67 1116 - Normal 12.67 1116 0 Normal 12.67 1116 0 Normal 12.67 1116 0 Normal 12.67 1116 0 Normal 12.66 1109 - Normal 12.66 1109 0 Normal 12.66 1109 0 Normal 12.66 1109 0 Normal 12.66 1109 0 Normal 12.65 1102 - Normal 12.65 1102 0 Normal 12.65 1102 0 Normal 12.64 1096 - Normal 12.64 1096 0 Normal 12.64 1096 0 Normal 12.64 1096 0 Normal 12.64 1096 0 Normal 12.64 1096 0 Normal 12.64 1096 0 Normal 12.64 1096 0 Normal 12.64 1096 0 Normal 12.63 1089 - Normal 12.64 1096 + Normal 12.63 1089 - Normal 12.63 1089 0 Normal 12.63 1089 0 Normal 12.62 1083 - Normal 12.62 1083 0 Normal 12.61 1076 - Normal 12.61 1076 0 Normal 12.61 1076 0 Normal 12.60 1070 - Normal 12.60 1070 0 Normal 12.59 1060 - Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 12.59 1060 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.59 1060 0 Normal 12.58 1049 - Normal 12.58 1049 0 Normal 12.58 1049 0 Normal 12.58 1049 0 Normal 12.58 1049 0 Normal 12.58 1049 0 Normal 12.58 1049 0 Normal 12.57 1039 - Normal 12.57 1039 0 Normal 12.57 1039 0 Normal 12.57 1039 0 Normal 12.57 1039 0 Normal 12.57 1039 0 Normal 12.57 1039 0 Normal 12.57 1039 0 Normal 12.57 1039 0 Normal 12.57 1039 0 Normal 12.57 1039 0 Normal 12.57 1039 0 Normal 12.57 1039 0 Normal 12.57 1039 0 Normal 12.56 1029 - Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.56 1029 0 Normal 12.55 1019 - Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.55 1019 0 Normal 12.54 1009 - Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.54 1009 0 Normal 12.53 999 - Normal 12.53 999 0 Normal 12.53 999 0 Normal 12.53 999 0 Normal 12.53 999 0 Normal 12.53 999 0 Normal 12.53 999 0 Normal 12.53 999 0 Normal 12.53 999 0 Normal 12.53 999 0 Normal 12.53 999 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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