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">SAN JOAQUIN RIVER - PATTERSON (PATC1)
Latitude: 37.49º N Longitude: 121.08º W Elevation: 97 Feet Forecast Type: Official Location
Location: Stanislaus County in California Bulletin Group: San Joaquin River Group: San Joaquin
Issuance Time: Apr 20 2026 at 7:52 AM PDT Next Issuance: Apr 21 2026 at 9:00 AM PDT width="16%">
Action/Monitor: 48.0 Feet Minor Flood: 54.7 Feet Moderate Flood: 57.3 Feet Major Flood: 58.3 Feet

# Tabular Observed and Forecast Hydrograph Information Joaquin River - Patterson (PATC1) 04/20/2026 at 07:52 AM PDT Date & Time of Maximum Observed: 04/20/2026 at 07:00 AM PDT 32.45 Feet 1052 cfs & Time of Maximum Forecast: 04/23/2026 at 10:00 AM PDT 32.72 Feet 1158 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 32.37 1021 Normal 32.37 1021 0 Normal 32.35 1014 - Normal 32.35 1014 0 Normal 32.35 1014 0 Normal 32.35 1014 0 Normal 32.33 1006 - Normal 32.32 1003 - Normal 32.31 999 - Normal 32.29 991 - Normal 32.30 995 + Normal 32.29 991 - Normal 32.28 987 - Normal 32.28 987 0 Normal 32.27 983 - Normal 32.28 987 + Normal 32.28 987 0 Normal 32.28 987 0 Normal 32.28 987 0 Normal 32.29 991 + Normal 32.29 991 0 Normal 32.30 995 + Normal 32.30 995 0 Normal 32.28 987 - Normal 32.29 991 + Normal 32.31 999 + Normal 32.32 1003 + Normal 32.33 1006 + Normal 32.34 1010 + Normal 32.34 1010 0 Normal 32.35 1014 + Normal 32.36 1018 + Normal 32.35 1014 - Normal 32.37 1021 + Normal 32.37 1021 0 Normal 32.37 1021 0 Normal 32.37 1021 0 Normal 32.36 1018 - Normal 32.36 1018 0 Normal 32.37 1021 + Normal 32.38 1025 + Normal 32.37 1021 - Normal 32.38 1025 + Normal 32.38 1025 0 Normal 32.39 1029 + Normal 32.39 1029 0 Normal 32.39 1029 0 Normal 32.39 1029 0 Normal 32.41 1037 + Normal 32.41 1037 0 Normal 32.41 1037 0 Normal 32.41 1037 0 Normal 32.41 1037 0 Normal 32.42 1041 + Normal 32.42 1041 0 Normal 32.42 1041 0 Normal 32.42 1041 0 Normal 32.41 1037 - Normal 32.42 1041 + Normal 32.41 1037 - Normal 32.41 1037 0 Normal 32.41 1037 0 Normal 32.41 1037 0 Normal 32.41 1037 0 Normal 32.41 1037 0 Normal 32.40 1033 - Normal 32.40 1033 0 Normal 32.39 1029 - Normal 32.39 1029 0 Normal 32.39 1029 0 Normal 32.39 1029 0 Normal 32.40 1033 + Normal 32.41 1037 + Normal 32.42 1041 + Normal 32.42 1041 0 Normal 32.43 1044 + Normal 32.43 1044 0 Normal 32.44 1048 + Normal 32.43 1044 - Normal 32.43 1044 0 Normal 32.43 1044 0 Normal 32.43 1044 0 Normal 32.42 1041 - Normal 32.42 1041 0 Normal 32.42 1041 0 Normal 32.40 1033 - Normal 32.41 1037 + Normal 32.41 1037 0 Normal 32.39 1029 - Normal 32.40 1033 + Normal 32.40 1033 0 Normal 32.40 1033 0 Normal 32.40 1033 0 Normal 32.40 1033 0 Normal 32.40 1033 0 Normal 32.40 1033 0 Normal 32.40 1033 0 Normal 32.40 1033 0 Normal 32.42 1041 + Normal 32.42 1041 0 Normal 32.43 1044 + Normal 32.44 1048 + Normal 32.44 1048 0 Normal 32.44 1048 0 Normal 32.44 1048 0 Normal 32.44 1048 0 Normal 32.45 1052 + Normal 32.45 1052 0 Normal 32.45 1052 0 Normal 32.45 1052 0 Normal 32.45 1052 0 Normal 32.44 1048 - Normal 32.43 1044 - Normal 32.44 1048 + Normal 32.44 1048 0 Normal 32.44 1048 0 Normal 32.44 1048 0 Normal 32.43 1044 - Normal 32.45 1052 + Normal 32.45 1052 0 Normal 32.45 1052 0 Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 32.46 1056 Normal 32.46 1056 0 Normal 32.47 1060 + Normal 32.48 1064 + Normal 32.49 1067 + Normal 32.50 1071 + Normal 32.51 1075 + Normal 32.52 1079 + Normal 32.53 1083 + Normal 32.54 1087 + Normal 32.55 1091 + Normal 32.56 1095 + Normal 32.56 1095 0 Normal 32.57 1099 + Normal 32.58 1103 + Normal 32.59 1106 + Normal 32.60 1110 + Normal 32.61 1114 + Normal 32.62 1118 + Normal 32.62 1118 0 Normal 32.63 1122 + Normal 32.63 1122 0 Normal 32.64 1126 + Normal 32.64 1126 0 Normal 32.65 1130 + Normal 32.65 1130 0 Normal 32.66 1134 + Normal 32.66 1134 0 Normal 32.66 1134 0 Normal 32.67 1138 + Normal 32.67 1138 0 Normal 32.67 1138 0 Normal 32.67 1138 0 Normal 32.68 1142 + Normal 32.68 1142 0 Normal 32.68 1142 0 Normal 32.68 1142 0 Normal 32.68 1142 0 Normal 32.68 1142 0 Normal 32.68 1142 0 Normal 32.69 1146 + Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.70 1150 + Normal 32.70 1150 0 Normal 32.70 1150 0 Normal 32.70 1150 0 Normal 32.70 1150 0 Normal 32.70 1150 0 Normal 32.71 1154 + Normal 32.71 1154 0 Normal 32.71 1154 0 Normal 32.71 1154 0 Normal 32.71 1154 0 Normal 32.72 1158 + Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.72 1158 0 Normal 32.71 1154 - Normal 32.71 1154 0 Normal 32.71 1154 0 Normal 32.71 1154 0 Normal 32.71 1154 0 Normal 32.71 1154 0 Normal 32.70 1150 - Normal 32.70 1150 0 Normal 32.70 1150 0 Normal 32.70 1150 0 Normal 32.70 1150 0 Normal 32.69 1146 - Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.69 1146 0 Normal 32.68 1142 - Normal 32.68 1142 0 Normal 32.68 1142 0 Normal 32.68 1142 0 Normal 32.68 1142 0 Normal 32.67 1138 - Normal 32.67 1138 0 Normal 32.67 1138 0 Normal 32.67 1138 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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