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 - COLUSA BRIDGE (CLUC1)
Latitude: 39.21º N Longitude: 122.00º W Elevation: 70 Feet Forecast Type: Official Location
Location: Colusa County in California Bulletin Group: Upper Sacramento River Group: Upper Sacramento
Issuance Time: Nov 14 2026 at 8:56 AM PST Next Issuance: Nov 15 2026 at 9:00 AM PST width="16%">
Action: 63.0 Feet Minor Flood: 70.0 Feet Moderate Flood: 72.0 Feet Major Flood: 73.0 Feet

# Tabular Observed and Forecast Hydrograph Information River - Colusa Bridge (CLUC1) 11/14/2026 at 08:56 AM PST Date & Time of Maximum Observed: 11/14/2026 at 08:00 AM PST 40.95 Feet 5710 cfs & Time of Maximum Forecast: 11/17/2026 at 07:00 AM PST 41.51 Feet 6372 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 40.66 5371 Normal 40.66 5371 0 Normal 40.66 5371 0 Normal 40.66 5371 0 Normal 40.66 5371 0 Normal 40.67 5382 + Normal 40.66 5371 - Normal 40.67 5382 + Normal 40.67 5382 0 Normal 40.67 5382 0 Normal 40.67 5382 0 Normal 40.68 5394 + Normal 40.68 5394 0 Normal 40.67 5382 - Normal 40.67 5382 0 Normal 40.68 5394 + Normal 40.67 5382 - Normal 40.68 5394 + Normal 40.68 5394 0 Normal 40.69 5405 + Normal 40.68 5394 - Normal 40.68 5394 0 Normal 40.68 5394 0 Normal 40.68 5394 0 Normal 40.69 5405 + Normal 40.69 5405 0 Normal 40.70 5417 + Normal 40.71 5429 + Normal 40.72 5440 + Normal 40.72 5440 0 Normal 40.73 5452 + Normal 40.73 5452 0 Normal 40.74 5463 + Normal 40.75 5475 + Normal 40.77 5498 + Normal 40.77 5498 0 Normal 40.78 5510 + Normal 40.78 5510 0 Normal 40.79 5522 + Normal 40.79 5522 0 Normal 40.80 5534 + Normal 40.80 5534 0 Normal 40.80 5534 0 Normal 40.81 5545 + Normal 40.82 5557 + Normal 40.82 5557 0 Normal 40.82 5557 0 Normal 40.82 5557 0 Normal 40.82 5557 0 Normal 40.82 5557 0 Normal 40.81 5545 - Normal 40.79 5522 - Normal 40.80 5534 + Normal 40.79 5522 - Normal 40.79 5522 0 Normal 40.77 5498 - Normal 40.78 5510 + Normal 40.76 5487 - Normal 40.77 5498 + Normal 40.76 5487 - Normal 40.76 5487 0 Normal 40.75 5475 - Normal 40.75 5475 0 Normal 40.75 5475 0 Normal 40.75 5475 0 Normal 40.75 5475 0 Normal 40.75 5475 0 Normal 40.75 5475 0 Normal 40.76 5487 + Normal 40.76 5487 0 Normal 40.75 5475 - Normal 40.76 5487 + Normal 40.75 5475 - Normal 40.75 5475 0 Normal 40.76 5487 + Normal 40.74 5463 - Normal 40.76 5487 + Normal 40.76 5487 0 Normal 40.75 5475 - Normal 40.74 5463 - Normal 40.73 5452 - Normal 40.76 5487 + Normal 40.76 5487 0 Normal 40.75 5475 - Normal 40.76 5487 + Normal 40.76 5487 0 Normal 40.76 5487 0 Normal 40.76 5487 0 Normal 40.76 5487 0 Normal 40.76 5487 0 Normal 40.76 5487 0 Normal 40.76 5487 0 Normal 40.76 5487 0 Normal 40.76 5487 0 Normal 40.75 5475 - Normal 40.77 5498 + Normal 40.74 5463 - Normal 40.74 5463 0 Normal 40.77 5498 + Normal 40.77 5498 0 Normal 40.79 5522 + Normal 40.82 5557 + Normal 40.83 5569 + Normal 40.84 5580 + Normal 40.85 5592 + Normal 40.85 5592 0 Normal 40.86 5604 + Normal 40.87 5616 + Normal 40.88 5628 + Normal 40.89 5639 + Normal 40.89 5639 0 Normal 40.90 5651 + Normal 40.90 5651 0 Normal 40.91 5663 + Normal 40.92 5675 + Normal 40.93 5687 + Normal 40.93 5687 0 Normal 40.94 5698 + Normal 40.95 5710 + Normal 40.95 5710 0 Normal 40.95 5710 0 Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 40.96 5722 Normal 40.96 5722 0 Normal 40.97 5734 + Normal 40.97 5734 0 Normal 40.97 5734 0 Normal 40.98 5746 + Normal 40.98 5746 0 Normal 40.99 5758 + Normal 41.00 5770 + Normal 41.01 5782 + Normal 41.02 5794 + Normal 41.03 5806 + Normal 41.04 5817 + Normal 41.05 5829 + Normal 41.06 5841 + Normal 41.07 5853 + Normal 41.09 5877 + Normal 41.09 5877 0 Normal 41.10 5889 + Normal 41.11 5901 + Normal 41.12 5913 + Normal 41.13 5925 + Normal 41.13 5925 0 Normal 41.13 5925 0 Normal 41.14 5937 + Normal 41.14 5937 0 Normal 41.14 5937 0 Normal 41.14 5937 0 Normal 41.13 5925 - Normal 41.13 5925 0 Normal 41.13 5925 0 Normal 41.13 5925 0 Normal 41.12 5913 - Normal 41.12 5913 0 Normal 41.11 5901 - Normal 41.11 5901 0 Normal 41.10 5889 - Normal 41.10 5889 0 Normal 41.09 5877 - Normal 41.09 5877 0 Normal 41.09 5877 0 Normal 41.08 5865 - Normal 41.08 5865 0 Normal 41.08 5865 0 Normal 41.08 5865 0 Normal 41.08 5865 0 Normal 41.08 5865 0 Normal 41.09 5877 + Normal 41.10 5889 + Normal 41.11 5901 + Normal 41.12 5913 + Normal 41.14 5937 + Normal 41.16 5962 + Normal 41.18 5986 + Normal 41.21 6022 + Normal 41.23 6045 + Normal 41.26 6079 + Normal 41.28 6102 + Normal 41.31 6137 + Normal 41.34 6172 + Normal 41.36 6195 + Normal 41.38 6218 + Normal 41.41 6253 + Normal 41.43 6277 + Normal 41.45 6300 + Normal 41.46 6312 + Normal 41.48 6336 + Normal 41.49 6348 + Normal 41.49 6348 0 Normal 41.50 6360 + Normal 41.51 6372 + Normal 41.51 6372 0 Normal 41.51 6372 0 Normal 41.50 6360 - Normal 41.50 6360 0 Normal 41.49 6348 - Normal 41.49 6348 0 Normal 41.48 6336 - Normal 41.47 6324 - Normal 41.46 6312 - Normal 41.44 6288 - Normal 41.43 6277 - Normal 41.41 6253 - Normal 41.40 6242 - Normal 41.38 6218 - Normal 41.37 6207 - Normal 41.35 6183 - Normal 41.34 6172 - Normal 41.32 6149 - Normal 41.31 6137 - Normal 41.29 6114 - Normal 41.28 6102 - Normal 41.26 6079 - Normal 41.25 6068 - Normal 41.23 6045 - Normal 41.22 6033 - Normal 41.20 6010 - Normal 41.19 5998 - Normal 41.17 5974 - Normal 41.16 5962 - Normal 41.14 5937 - Normal 41.13 5925 - Normal 41.11 5901 - Normal 41.10 5889 - Normal 41.08 5865 - Normal 41.07 5853 - Normal 41.05 5829 - Normal 41.04 5817 - Normal 41.03 5806 - Normal 41.02 5794 - Normal 41.02 5794 0 Normal 41.01 5782 - Normal 41.01 5782 0 Normal 41.01 5782 0 Normal 41.02 5794 + Normal 41.02 5794 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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