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">SACRAMENTO RIVER - VERONA (VONC1)
Latitude: 38.78º N Longitude: 121.60º W Elevation: 43 Feet Forecast Type: Official Location
Location: Sutter County in California Bulletin Group: Lower Sacramento River Group: Lower Sacramento
Issuance Time: Oct 17 2026 at 7:02 AM PDT Next Issuance: Oct 18 2026 at 9:00 AM PDT width="16%">
Action: N/A Minor Flood: 41.3 Feet Moderate Flood: 45.0 Feet Major Flood: 46.0 Feet

# Tabular Observed and Forecast Hydrograph Information River - Verona (VONC1) 10/17/2026 at 07:02 AM PDT Date & Time of Maximum Observed: 10/12/2026 at 07:00 AM PDT 12.56 Feet 9874 cfs & Time of Maximum Forecast: 10/21/2026 at 07:00 PM PDT 11.58 Feet 8199 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 12.56 9874 Normal 12.55 9857 - Normal 12.53 9822 - Normal 12.52 9804 - Normal 12.50 9769 - Normal 12.49 9752 - Normal 12.47 9717 - Normal 12.46 9699 - Normal 12.45 9682 - Normal 12.43 9647 - Normal 12.42 9629 - Normal 12.41 9612 - Normal 12.39 9577 - Normal 12.38 9560 - Normal 12.37 9542 - Normal 12.36 9525 - Normal 12.35 9508 - Normal 12.34 9490 - Normal 12.32 9456 - Normal 12.32 9456 0 Normal 12.31 9438 - Normal 12.30 9421 - Normal 12.29 9404 - Normal 12.27 9369 - Normal 12.26 9352 - Normal 12.25 9334 - Normal 12.23 9300 - Normal 12.22 9283 - Normal 12.20 9248 - Normal 12.19 9231 - Normal 12.17 9197 - Normal 12.16 9179 - Normal 12.14 9145 - Normal 12.13 9128 - Normal 12.11 9094 - Normal 12.11 9094 0 Normal 12.10 9076 - Normal 12.09 9059 - Normal 12.07 9025 - Normal 12.06 9008 - Normal 12.05 8991 - Normal 12.04 8974 - Normal 12.04 8974 0 Normal 12.03 8957 - Normal 12.02 8940 - Normal 12.01 8923 - Normal 12.00 8906 - Normal 11.99 8889 - Normal 11.98 8872 - Normal 11.96 8838 - Normal 11.95 8821 - Normal 11.93 8787 - Normal 11.91 8753 - Normal 11.90 8736 - Normal 11.88 8702 - Normal 11.87 8685 - Normal 11.85 8651 - Normal 11.83 8618 - Normal 11.82 8601 - Normal 11.81 8584 - Normal 11.80 8567 - Normal 11.79 8550 - Normal 11.78 8533 - Normal 11.77 8517 - Normal 11.75 8483 - Normal 11.74 8466 - Normal 11.73 8449 - Normal 11.73 8449 0 Normal 11.72 8433 - Normal 11.71 8416 - Normal 11.71 8416 0 Normal 11.70 8399 - Normal 11.69 8382 - Normal 11.68 8366 - Normal 11.68 8366 0 Normal 11.67 8349 - Normal 11.66 8332 - Normal 11.65 8316 - Normal 11.63 8282 - Normal 11.64 8299 + Normal 11.64 8299 0 Normal 11.64 8299 0 Normal 11.63 8282 - Normal 11.62 8266 - Normal 11.61 8249 - Normal 11.60 8232 - Normal 11.60 8232 0 Normal 11.61 8249 + Normal 11.63 8282 + Normal 11.65 8316 + Normal 11.67 8349 + Normal 11.68 8366 + Normal 11.69 8382 + Normal 11.67 8349 - Normal 11.66 8332 - Normal 11.64 8299 - Normal 11.62 8266 - Normal 11.59 8216 - Normal 11.56 8166 - Normal 11.53 8116 - Normal 11.52 8099 - Normal 11.49 8050 - Normal 11.49 8050 0 Normal 11.48 8033 - Normal 11.48 8033 0 Normal 11.49 8050 + Normal 11.49 8050 0 Normal 11.51 8083 + Normal 11.50 8066 - Normal 11.49 8050 - Normal 11.49 8050 0 Normal 11.50 8066 + Normal 11.51 8083 + Normal 11.54 8133 + Normal 11.56 8166 + Normal 11.58 8199 + Normal 11.58 8199 0 Normal 11.58 8199 0 Normal 11.57 8182 - Normal 11.57 8182 0 Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 11.56 8166 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.55 8149 - Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.54 8133 - Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.54 8133 0 Normal 11.55 8149 + Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.55 8149 0 Normal 11.56 8166 + Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.56 8166 0 Normal 11.57 8182 + Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.57 8182 0 Normal 11.58 8199 + Normal 11.58 8199 0 Normal 11.58 8199 0 Normal 11.58 8199 0 Normal 11.58 8199 0 Normal 11.58 8199 0 Normal 11.58 8199 0 Normal 11.58 8199 0 Normal 11.58 8199 0 Normal 11.58 8199 0 Normal 11.58 8199 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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