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
Location: Tehama County in California Bulletin Group: Upper Sacramento River Group: Upper Sacramento
Issuance Time: Dec 26 2025 at 1:22 PM PST Next Issuance: Dec 27 2025 at 9:00 AM PST 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) 12/26/2025 at 01:22 PM PST Date & Time of Maximum Observed: 12/22/2025 at 05:00 AM PST 20.00 Feet 59170 cfs & Time of Maximum Forecast: 12/27/2025 at 01:00 AM PST 11.08 Feet 24634 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 12.43 28623 Normal 12.18 27854 - Normal 11.85 26857 - Normal 11.59 26085 - Normal 11.39 25499 - Normal 11.30 25238 - Normal 11.51 25850 + Normal 12.33 28314 + Normal 13.61 32612 + Normal 14.95 37626 + Normal 16.25 42654 + Normal 17.51 47867 + Normal 18.56 52470 + Normal 19.34 56043 + Normal 19.82 58308 + Normal 20.00 59170 + Normal 20.00 59170 0 Normal 19.86 58499 - Normal 19.59 57217 - Normal 19.26 55671 - Normal 18.76 53374 - Normal 18.18 50777 - Normal 17.54 47995 - Normal 16.94 45467 - Normal 16.32 42935 - Normal 15.69 40445 - Normal 15.05 38001 - Normal 14.36 35395 - Normal 13.71 32976 - Normal 13.10 30796 - Normal 12.50 28841 - Normal 11.97 27217 - Normal 11.46 25703 - Normal 10.99 24398 - Normal 10.54 23237 - Normal 10.15 22253 - Normal 9.85 21493 - Normal 9.65 20983 - Normal 9.53 20707 - Normal 9.59 20845 + Normal 9.88 21570 + Normal 10.32 22679 + Normal 10.82 23956 + Normal 11.33 25325 + Normal 11.80 26707 + Normal 12.03 27398 + Normal 12.18 27854 + Normal 12.15 27763 - Normal 11.94 27127 - Normal 11.56 25997 - Normal 11.08 24634 - Normal 10.57 23313 - Normal 10.05 22005 - Normal 9.60 20868 - Normal 9.18 19910 - Normal 8.79 19038 - Normal 8.43 18250 - Normal 8.10 17605 - Normal 7.82 17087 - Normal 7.59 16660 - Normal 7.42 16344 - Normal 7.29 16102 - Normal 7.32 16158 + Normal 7.53 16549 + Normal 7.82 17087 + Normal 8.22 17826 + Normal 8.87 19216 + Normal 9.76 21262 + Normal 10.73 23724 + Normal 11.59 26085 + Normal 12.22 27976 + Normal 12.64 29278 + Normal 13.02 30516 + Normal 13.41 31893 + Normal 13.89 33636 + Normal 14.21 34828 + Normal 14.30 35167 + Normal 14.20 34790 - Normal 13.87 33562 - Normal 13.42 31929 - Normal 12.78 29719 - Normal 12.11 27641 - Normal 11.52 25879 - Normal 11.03 24503 - Normal 10.59 23364 - Normal 10.27 22554 - Normal 10.11 22154 - Normal 10.11 22154 0 Normal 10.77 23827 + Normal 11.54 25938 + Normal 12.09 27580 + Normal 12.46 28716 + Normal 12.96 30308 + Normal 13.58 32504 + Normal 14.23 34903 + Normal 14.79 37032 + Normal 15.10 38189 + Normal 15.09 38151 - Normal 14.88 37366 - Normal 14.46 35776 - Normal 13.95 33857 - Normal 13.38 31786 - Normal 12.86 29973 - Normal 12.42 28592 - Normal 12.05 27459 - Normal 11.74 26529 - Normal 11.43 25616 - Normal 11.14 24792 - Normal 10.82 23956 - Normal 10.54 23237 - Normal 10.33 22704 - Normal 10.23 22453 - Normal 10.20 22378 - Normal 10.27 22554 + Normal 10.39 22856 + Normal 10.40 22881 + Normal 10.29 22604 - Normal 10.11 22154 - Normal 9.88 21570 - Normal 9.66 21007 - Normal 9.39 20386 - Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 9.14 19820 Normal 8.95 19394 - Normal 8.90 19282 - Normal 8.98 19461 + Normal 9.21 19977 + Normal 9.55 20753 + Normal 9.92 21674 + Normal 10.30 22629 + Normal 10.63 23467 + Normal 10.89 24138 + Normal 11.04 24529 + Normal 11.08 24634 + Normal 11.05 24555 - Normal 10.96 24320 - Normal 10.83 23982 - Normal 10.68 23595 - Normal 10.50 23135 - Normal 10.31 22654 - Normal 10.12 22179 - Normal 9.94 21725 - Normal 9.76 21262 - Normal 9.56 20776 - Normal 9.33 20250 - Normal 9.09 19707 - Normal 8.86 19194 - Normal 8.62 18664 - Normal 8.40 18185 - Normal 8.16 17716 - Normal 7.93 17291 - Normal 7.71 16883 - Normal 7.53 16549 - Normal 7.36 16232 - Normal 7.20 15934 - Normal 7.06 15672 - Normal 6.92 15410 - Normal 6.80 15185 - Normal 6.69 14978 - Normal 6.60 14809 - Normal 6.51 14640 - Normal 6.43 14489 - Normal 6.36 14356 - Normal 6.29 14224 - Normal 6.23 14111 - Normal 6.18 14016 - Normal 6.13 13921 - Normal 6.08 13826 - Normal 6.04 13751 - Normal 6.00 13675 - Normal 5.96 13599 - Normal 5.93 13542 - Normal 5.89 13465 - Normal 5.84 13370 - Normal 5.79 13275 - Normal 5.74 13180 - Normal 5.69 13084 - Normal 5.64 12989 - Normal 5.59 12893 - Normal 5.55 12817 - Normal 5.50 12721 - Normal 5.46 12645 - Normal 5.42 12568 - Normal 5.38 12491 - Normal 5.34 12414 - Normal 5.30 12338 - Normal 5.26 12261 - Normal 5.53 12779 + Normal 6.29 14224 + Normal 7.01 15579 + Normal 7.44 16381 + Normal 7.68 16827 + Normal 7.82 17087 + Normal 7.89 17217 + Normal 7.92 17272 + Normal 7.93 17291 + Normal 7.93 17291 0 Normal 7.91 17254 - Normal 7.89 17217 - Normal 7.86 17161 - Normal 7.84 17124 - Normal 7.81 17068 - Normal 7.78 17013 - Normal 7.76 16976 - Normal 7.73 16920 - Normal 7.70 16864 - Normal 7.68 16827 - Normal 7.65 16772 - Normal 7.63 16735 - Normal 7.60 16679 - Normal 7.57 16623 - Normal 7.52 16530 - Normal 7.43 16363 - Normal 7.34 16195 - Normal 7.22 15971 - Normal 7.09 15728 - Normal 6.95 15466 - Normal 6.82 15223 - Normal 6.72 15035 - Normal 6.65 14903 - Normal 6.60 14809 - Normal 6.56 14734 - Normal 6.53 14677 - Normal 6.50 14621 - Normal 6.48 14583 - Normal 6.46 14545 - Normal 6.43 14489 - Normal 6.42 14470 - Normal 6.40 14432 - Normal 6.38 14394 - Normal 6.36 14356 - Normal 6.34 14319 - Normal 6.33 14300 - 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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