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 - BEND BRIDGE (BDBC1)
Latitude: 40.29º N Longitude: 122.19º W Elevation: 286 Feet Forecast Type: Official Location
Location: Tehama County in California Bulletin Group: Upper Sacramento River Group: Upper Sacramento
Issuance Time: Jun 14 2026 at 7:36 AM PDT Next Issuance: Jun 15 2026 at 9:00 AM PDT width="16%">
Action/Monitor: 22.0 Feet Minor Flood: 27.0 Feet Moderate Flood: 29.5 Feet Major Flood: 31.0 Feet

# Tabular Observed and Forecast Hydrograph Information River - Bend Bridge (BDBC1) 06/14/2026 at 07:36 AM PDT Date & Time of Maximum Observed: 06/10/2026 at 10:00 PM PDT 5.13 Feet 12342 cfs & Time of Maximum Forecast: 06/17/2026 at 12:00 PM PDT 5.28 Feet 12652 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 5.03 12136 Normal 5.03 12136 0 Normal 5.03 12136 0 Normal 5.03 12136 0 Normal 5.02 12115 - Normal 5.02 12115 0 Normal 5.03 12136 + Normal 5.02 12115 - Normal 5.03 12136 + Normal 5.03 12136 0 Normal 5.04 12156 + Normal 5.09 12259 + Normal 5.11 12300 + Normal 5.08 12239 - Normal 5.05 12177 - Normal 5.03 12136 - Normal 5.00 12074 - Normal 5.03 12136 + Normal 5.08 12239 + Normal 5.11 12300 + Normal 5.12 12321 + Normal 5.11 12300 - Normal 5.11 12300 0 Normal 5.10 12280 - Normal 5.09 12259 - Normal 5.05 12177 - Normal 5.03 12136 - Normal 5.03 12136 0 Normal 5.01 12094 - Normal 5.02 12115 + Normal 5.01 12094 - Normal 5.00 12074 - Normal 5.01 12094 + Normal 5.00 12074 - Normal 4.99 12053 - Normal 4.99 12053 0 Normal 5.03 12136 + Normal 5.08 12239 + Normal 5.13 12342 + Normal 5.13 12342 0 Normal 5.07 12218 - Normal 5.03 12136 - Normal 5.01 12094 - Normal 5.01 12094 0 Normal 5.02 12115 + Normal 5.01 12094 - Normal 5.01 12094 0 Normal 4.99 12053 - Normal 4.99 12053 0 Normal 5.00 12074 + Normal 5.00 12074 0 Normal 5.01 12094 + Normal 4.99 12053 - Normal 4.98 12033 - Normal 4.97 12012 - Normal 4.96 11992 - Normal 4.97 12012 + Normal 4.97 12012 0 Normal 4.97 12012 0 Normal 4.96 11992 - Normal 4.96 11992 0 Normal 4.97 12012 + Normal 4.98 12033 + Normal 4.99 12053 + Normal 4.99 12053 0 Normal 4.99 12053 0 Normal 4.98 12033 - Normal 4.97 12012 - Normal 4.96 11992 - Normal 4.97 12012 + Normal 4.97 12012 0 Normal 4.97 12012 0 Normal 4.98 12033 + Normal 4.98 12033 0 Normal 4.98 12033 0 Normal 4.98 12033 0 Normal 4.98 12033 0 Normal 4.97 12012 - Normal 4.97 12012 0 Normal 4.95 11971 - Normal 4.97 12012 + Normal 4.97 12012 0 Normal 4.96 11992 - Normal 4.97 12012 + Normal 4.97 12012 0 Normal 4.97 12012 0 Normal 4.97 12012 0 Normal 4.98 12033 + Normal 4.98 12033 0 Normal 4.98 12033 0 Normal 4.98 12033 0 Normal 4.97 12012 - Normal 4.98 12033 + Normal 4.97 12012 - Normal 4.98 12033 + Normal 4.98 12033 0 Normal 5.00 12074 + Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.01 12094 + Normal 5.01 12094 0 Normal 4.99 12053 - Normal 5.00 12074 + Normal 4.99 12053 - Normal 4.98 12033 - Normal 4.99 12053 + Normal 5.02 12115 + Normal 5.01 12094 - Normal 5.00 12074 - Normal 5.02 12115 + Normal 5.02 12115 0 Normal 5.02 12115 0 Normal 5.01 12094 - Normal 5.01 12094 0 Normal 5.01 12094 0 Normal 5.01 12094 0 Normal 4.99 12053 - Normal 5.01 12094 + Normal 5.01 12094 0 Normal 5.01 12094 0 Normal 5.00 12074 - Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 5.00 12074 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.00 12074 0 Normal 5.01 12094 + Normal 5.02 12115 + Normal 5.03 12136 + Normal 5.05 12177 + Normal 5.06 12197 + Normal 5.07 12218 + Normal 5.08 12239 + Normal 5.08 12239 0 Normal 5.08 12239 0 Normal 5.08 12239 0 Normal 5.09 12259 + Normal 5.09 12259 0 Normal 5.09 12259 0 Normal 5.09 12259 0 Normal 5.09 12259 0 Normal 5.09 12259 0 Normal 5.09 12259 0 Normal 5.09 12259 0 Normal 5.09 12259 0 Normal 5.09 12259 0 Normal 5.09 12259 0 Normal 5.09 12259 0 Normal 5.09 12259 0 Normal 5.09 12259 0 Normal 5.11 12300 + Normal 5.13 12342 + Normal 5.16 12404 + Normal 5.19 12466 + Normal 5.22 12528 + Normal 5.24 12569 + Normal 5.25 12590 + Normal 5.26 12611 + Normal 5.26 12611 0 Normal 5.27 12631 + Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.28 12652 + Normal 5.28 12652 0 Normal 5.28 12652 0 Normal 5.28 12652 0 Normal 5.28 12652 0 Normal 5.28 12652 0 Normal 5.28 12652 0 Normal 5.28 12652 0 Normal 5.28 12652 0 Normal 5.28 12652 0 Normal 5.28 12652 0 Normal 5.28 12652 0 Normal 5.27 12631 - Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.27 12631 0 Normal 5.26 12611 - Normal 5.26 12611 0 Normal 5.25 12590 - Normal 5.24 12569 - Normal 5.23 12549 - Normal 5.22 12528 - Normal 5.21 12507 - 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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