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 - WILKINS SLOUGH (WLKC1)
Latitude: 39.01º N Longitude: 121.82º W Elevation: 30 Feet Forecast Type: Unofficial Location
Location: Sutter County in California Bulletin Group: Upper Sacramento River Group: Upper Sacramento
Issuance Time: May 03 2026 at 7:37 AM PDT Next Issuance: May 04 2026 at 9:00 AM PDT width="16%">
Action/Monitor: 47.6 Feet Minor Flood: 52.7 Feet Moderate Flood: N/A Major Flood: 56.1 Feet

# Tabular Observed and Forecast Hydrograph Information River - Wilkins Slough (WLKC1) 05/03/2026 at 07:39 AM PDT Date & Time of Maximum Observed: 04/29/2026 at 01:00 AM PDT 33.88 Feet 9688 cfs & Time of Maximum Forecast: 05/03/2026 at 08:00 AM PDT 30.92 Feet 6848 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 33.72 9528 Normal 33.74 9548 + Normal 33.74 9548 0 Normal 33.76 9568 + Normal 33.77 9578 + Normal 33.77 9578 0 Normal 33.77 9578 0 Normal 33.77 9578 0 Normal 33.78 9588 + Normal 33.79 9598 + Normal 33.80 9608 + Normal 33.79 9598 - Normal 33.84 9648 + Normal 33.85 9658 + Normal 33.86 9668 + Normal 33.86 9668 0 Normal 33.87 9678 + Normal 33.88 9688 + Normal 33.88 9688 0 Normal 33.87 9678 - Normal 33.87 9678 0 Normal 33.85 9658 - Normal 33.85 9658 0 Normal 33.82 9628 - Normal 33.80 9608 - Normal 33.78 9588 - Normal 33.78 9588 0 Normal 33.78 9588 0 Normal 33.76 9568 - Normal 33.73 9538 - Normal 33.70 9508 - Normal 33.66 9468 - Normal 33.62 9428 - Normal 33.58 9388 - Normal 33.57 9378 - Normal 33.53 9338 - Normal 33.47 9278 - Normal 33.41 9219 - Normal 33.39 9199 - Normal 33.34 9150 - Normal 33.30 9110 - Normal 33.27 9080 - Normal 33.24 9051 - Normal 33.20 9011 - Normal 33.17 8982 - Normal 33.14 8952 - Normal 33.11 8923 - Normal 33.10 8913 - Normal 33.05 8864 - Normal 33.04 8854 - Normal 33.03 8844 - Normal 33.02 8834 - Normal 32.98 8795 - Normal 32.95 8766 - Normal 32.91 8727 - Normal 32.88 8697 - Normal 32.83 8649 - Normal 32.78 8600 - Normal 32.74 8561 - Normal 32.72 8542 - Normal 32.70 8523 - Normal 32.67 8494 - Normal 32.65 8474 - Normal 32.60 8426 - Normal 32.55 8378 - Normal 32.53 8358 - Normal 32.52 8349 - Normal 32.52 8349 0 Normal 32.53 8358 + Normal 32.49 8320 - Normal 32.47 8301 - Normal 32.44 8272 - Normal 32.42 8253 - Normal 32.40 8234 - Normal 32.40 8234 0 Normal 32.40 8234 0 Normal 32.32 8157 - Normal 32.28 8119 - Normal 32.27 8109 - Normal 32.26 8100 - Normal 32.20 8042 - Normal 32.14 7985 - Normal 32.09 7938 - Normal 32.07 7919 - Normal 32.04 7890 - Normal 32.02 7871 - Normal 32.01 7862 - Normal 31.97 7824 - Normal 31.95 7805 - Normal 31.89 7749 - Normal 31.84 7701 - Normal 31.81 7673 - Normal 31.80 7664 - Normal 31.79 7654 - Normal 31.76 7626 - Normal 31.75 7617 - Normal 31.71 7579 - Normal 31.68 7551 - Normal 31.64 7514 - Normal 31.64 7514 0 Normal 31.60 7476 - Normal 31.58 7457 - Normal 31.56 7439 - Normal 31.49 7373 - Normal 31.47 7355 - Normal 31.42 7308 - Normal 31.38 7271 - Normal 31.33 7225 - Normal 31.28 7179 - Normal 31.26 7160 - Normal 31.22 7123 - Normal 31.19 7095 - Normal 31.15 7059 - Normal 31.10 7013 - Normal 31.10 7013 0 Normal 31.06 6976 - Normal 31.02 6939 - Normal 31.02 6939 0 Normal 31.01 6930 - Normal 30.97 6893 - Normal 30.94 6866 - Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 30.92 6848 Normal 30.89 6820 - Normal 30.87 6802 - Normal 30.84 6775 - Normal 30.82 6756 - Normal 30.80 6738 - Normal 30.78 6720 - Normal 30.76 6702 - Normal 30.75 6693 - Normal 30.73 6675 - Normal 30.71 6657 - Normal 30.70 6648 - Normal 30.68 6630 - Normal 30.67 6621 - Normal 30.65 6602 - Normal 30.64 6593 - Normal 30.63 6584 - Normal 30.61 6566 - Normal 30.60 6557 - Normal 30.59 6548 - Normal 30.58 6539 - Normal 30.57 6530 - Normal 30.56 6521 - Normal 30.55 6512 - Normal 30.54 6503 - Normal 30.53 6494 - Normal 30.52 6485 - Normal 30.51 6477 - Normal 30.50 6468 - Normal 30.49 6459 - Normal 30.48 6450 - Normal 30.47 6441 - Normal 30.46 6432 - Normal 30.45 6423 - Normal 30.44 6414 - Normal 30.43 6405 - Normal 30.42 6396 - Normal 30.41 6387 - Normal 30.40 6378 - Normal 30.39 6369 - Normal 30.39 6369 0 Normal 30.38 6360 - Normal 30.37 6351 - Normal 30.37 6351 0 Normal 30.36 6342 - Normal 30.35 6333 - Normal 30.35 6333 0 Normal 30.34 6324 - Normal 30.34 6324 0 Normal 30.34 6324 0 Normal 30.33 6315 - Normal 30.33 6315 0 Normal 30.33 6315 0 Normal 30.33 6315 0 Normal 30.33 6315 0 Normal 30.34 6324 + Normal 30.34 6324 0 Normal 30.34 6324 0 Normal 30.35 6333 + Normal 30.36 6342 + Normal 30.36 6342 0 Normal 30.37 6351 + Normal 30.38 6360 + Normal 30.39 6369 + Normal 30.40 6378 + Normal 30.41 6387 + Normal 30.42 6396 + Normal 30.43 6405 + Normal 30.45 6423 + Normal 30.46 6432 + Normal 30.47 6441 + Normal 30.48 6450 + Normal 30.50 6468 + Normal 30.51 6477 + Normal 30.53 6494 + Normal 30.55 6512 + Normal 30.56 6521 + Normal 30.58 6539 + Normal 30.60 6557 + Normal 30.62 6575 + Normal 30.64 6593 + Normal 30.66 6611 + Normal 30.68 6630 + Normal 30.70 6648 + Normal 30.71 6657 + Normal 30.73 6675 + Normal 30.75 6693 + Normal 30.76 6702 + Normal 30.78 6720 + Normal 30.79 6729 + Normal 30.81 6747 + Normal 30.82 6756 + Normal 30.83 6766 + Normal 30.85 6784 + Normal 30.86 6793 + Normal 30.87 6802 + Normal 30.87 6802 0 Normal 30.88 6811 + Normal 30.89 6820 + Normal 30.89 6820 0 Normal 30.90 6829 + Normal 30.90 6829 0 Normal 30.91 6838 + Normal 30.91 6838 0 Normal 30.91 6838 0 Normal 30.91 6838 0 Normal 30.91 6838 0 Normal 30.91 6838 0 Normal 30.91 6838 0 Normal 30.91 6838 0 Normal 30.91 6838 0 Normal 30.91 6838 0 Normal 30.91 6838 0 Normal 30.91 6838 0 Normal 30.90 6829 - Normal 30.90 6829 0 Normal 30.90 6829 0 Normal 30.89 6820 - 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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