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: Jul 08 2025 at 7:24 AM PDT Next Issuance: Jul 09 2025 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) 07/08/2025 at 07:25 AM PDT Date & Time of Maximum Observed: 07/07/2025 at 01:00 AM PDT 6.74 Feet 14933 cfs & Time of Maximum Forecast: 07/08/2025 at 08:00 AM PDT 6.38 Feet 14273 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 6.42 14346 Normal 6.41 14328 - Normal 6.38 14273 - Normal 6.39 14291 + Normal 6.39 14291 0 Normal 6.40 14310 + Normal 6.39 14291 - Normal 6.41 14328 + Normal 6.42 14346 + Normal 6.41 14328 - Normal 6.40 14310 - Normal 6.43 14365 + Normal 6.44 14383 + Normal 6.46 14420 + Normal 6.47 14438 + Normal 6.48 14457 + Normal 6.49 14475 + Normal 6.50 14493 + Normal 6.52 14530 + Normal 6.48 14457 - Normal 6.44 14383 - Normal 6.42 14346 - Normal 6.45 14402 + Normal 6.45 14402 0 Normal 6.44 14383 - Normal 6.43 14365 - Normal 6.43 14365 0 Normal 6.42 14346 - Normal 6.41 14328 - Normal 6.42 14346 + Normal 6.42 14346 0 Normal 6.41 14328 - Normal 6.42 14346 + Normal 6.43 14365 + Normal 6.44 14383 + Normal 6.43 14365 - Normal 6.44 14383 + Normal 6.47 14438 + Normal 6.50 14493 + Normal 6.52 14530 + Normal 6.53 14548 + Normal 6.47 14438 - Normal 6.40 14310 - Normal 6.37 14254 - Normal 6.36 14236 - Normal 6.37 14254 + Normal 6.33 14181 - Normal 6.33 14181 0 Normal 6.34 14199 + Normal 6.35 14218 + Normal 6.37 14254 + Normal 6.43 14365 + Normal 6.44 14383 + Normal 6.44 14383 0 Normal 6.43 14365 - Normal 6.42 14346 - Normal 6.42 14346 0 Normal 6.42 14346 0 Normal 6.41 14328 - Normal 6.44 14383 + Normal 6.44 14383 0 Normal 6.46 14420 + Normal 6.50 14493 + Normal 6.53 14548 + Normal 6.53 14548 0 Normal 6.55 14585 + Normal 6.55 14585 0 Normal 6.55 14585 0 Normal 6.54 14567 - Normal 6.53 14548 - Normal 6.50 14493 - Normal 6.48 14457 - Normal 6.45 14402 - Normal 6.44 14383 - Normal 6.42 14346 - Normal 6.42 14346 0 Normal 6.41 14328 - Normal 6.41 14328 0 Normal 6.42 14346 + Normal 6.41 14328 - Normal 6.40 14310 - Normal 6.42 14346 + Normal 6.45 14402 + Normal 6.46 14420 + Normal 6.49 14475 + Normal 6.51 14512 + Normal 6.56 14603 + Normal 6.62 14713 + Normal 6.66 14787 + Normal 6.71 14878 + Normal 6.74 14933 + Normal 6.67 14805 - Normal 6.55 14585 - Normal 6.45 14402 - Normal 6.39 14291 - Normal 6.37 14254 - Normal 6.38 14273 + Normal 6.37 14254 - Normal 6.38 14273 + Normal 6.36 14236 - Normal 6.37 14254 + Normal 6.39 14291 + Normal 6.41 14328 + Normal 6.43 14365 + Normal 6.45 14402 + Normal 6.47 14438 + Normal 6.48 14457 + Normal 6.49 14475 + Normal 6.49 14475 0 Normal 6.48 14457 - Normal 6.47 14438 - Normal 6.50 14493 + Normal 6.53 14548 + Normal 6.52 14530 - Normal 6.48 14457 - Normal 6.43 14365 - Normal 6.41 14328 - Normal 6.39 14291 - Normal 6.38 14273 - Normal 6.38 14273 0 Normal 6.38 14273 0 Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 6.38 14273 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.38 14273 0 Normal 6.37 14254 - Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.37 14254 0 Normal 6.36 14236 - Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 0 Normal 6.36 14236 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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