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: Apr 30 2026 at 7:19 AM PDT Next Issuance: May 01 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) 04/30/2026 at 07:20 AM PDT Date & Time of Maximum Observed: 04/25/2026 at 07:00 AM PDT 35.69 Feet 11548 cfs & Time of Maximum Forecast: 04/30/2026 at 08:00 AM PDT 33.00 Feet 8815 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 35.69 11548 Normal 35.64 11496 - Normal 35.57 11422 - Normal 35.49 11339 - Normal 35.43 11276 - Normal 35.35 11192 - Normal 35.27 11109 - Normal 35.21 11047 - Normal 35.16 10995 - Normal 35.11 10943 - Normal 35.05 10881 - Normal 34.99 10819 - Normal 34.93 10757 - Normal 34.91 10736 - Normal 34.83 10654 - Normal 34.79 10613 - Normal 34.74 10562 - Normal 34.69 10510 - Normal 34.63 10449 - Normal 34.62 10438 - Normal 34.58 10398 - Normal 34.58 10398 0 Normal 34.56 10377 - Normal 34.52 10336 - Normal 34.51 10326 - Normal 34.46 10275 - Normal 34.42 10234 - Normal 34.38 10193 - Normal 34.34 10153 - Normal 34.32 10132 - Normal 34.29 10102 - Normal 34.26 10071 - Normal 34.23 10041 - Normal 34.20 10011 - Normal 34.16 9970 - Normal 34.14 9950 - Normal 34.11 9920 - Normal 34.11 9920 0 Normal 34.09 9899 - Normal 34.09 9899 0 Normal 34.07 9879 - Normal 34.05 9859 - Normal 34.03 9839 - Normal 34.01 9819 - Normal 34.00 9809 - Normal 33.98 9788 - Normal 33.96 9768 - Normal 33.94 9748 - Normal 33.92 9728 - Normal 33.90 9708 - Normal 33.90 9708 0 Normal 33.90 9708 0 Normal 33.89 9698 - Normal 33.88 9688 - Normal 33.86 9668 - Normal 33.85 9658 - Normal 33.81 9618 - Normal 33.78 9588 - Normal 33.74 9548 - Normal 33.72 9528 - Normal 33.70 9508 - Normal 33.72 9528 + Normal 33.71 9518 - Normal 33.68 9488 - Normal 33.66 9468 - Normal 33.66 9468 0 Normal 33.64 9448 - Normal 33.64 9448 0 Normal 33.67 9478 + Normal 33.67 9478 0 Normal 33.69 9498 + Normal 33.71 9518 + Normal 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 33.07 8883 - Normal 33.03 8844 - Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 33.00 8815 Normal 32.96 8776 - Normal 32.93 8746 - Normal 32.89 8707 - Normal 32.86 8678 - Normal 32.83 8649 - Normal 32.80 8619 - Normal 32.76 8581 - Normal 32.73 8552 - Normal 32.70 8523 - Normal 32.67 8494 - Normal 32.64 8465 - Normal 32.62 8445 - Normal 32.59 8416 - Normal 32.56 8387 - Normal 32.54 8368 - Normal 32.52 8349 - Normal 32.50 8330 - Normal 32.47 8301 - Normal 32.45 8282 - Normal 32.43 8262 - Normal 32.41 8243 - Normal 32.39 8224 - Normal 32.37 8205 - Normal 32.35 8186 - Normal 32.32 8157 - Normal 32.30 8138 - Normal 32.28 8119 - Normal 32.26 8100 - Normal 32.23 8071 - Normal 32.21 8052 - Normal 32.20 8042 - Normal 32.19 8033 - Normal 32.18 8023 - Normal 32.17 8014 - Normal 32.16 8004 - Normal 32.15 7995 - Normal 32.14 7985 - Normal 32.13 7976 - Normal 32.12 7966 - Normal 32.11 7957 - Normal 32.10 7947 - Normal 32.10 7947 0 Normal 32.09 7938 - Normal 32.08 7928 - Normal 32.07 7919 - Normal 32.06 7909 - Normal 32.06 7909 0 Normal 32.05 7900 - Normal 32.04 7890 - Normal 32.04 7890 0 Normal 32.03 7881 - Normal 32.03 7881 0 Normal 32.02 7871 - Normal 32.01 7862 - Normal 32.01 7862 0 Normal 32.00 7853 - Normal 32.00 7853 0 Normal 31.99 7843 - Normal 31.98 7834 - Normal 31.98 7834 0 Normal 31.97 7824 - Normal 31.97 7824 0 Normal 31.96 7815 - Normal 31.96 7815 0 Normal 31.95 7805 - Normal 31.95 7805 0 Normal 31.94 7796 - Normal 31.93 7786 - Normal 31.93 7786 0 Normal 31.93 7786 0 Normal 31.92 7777 - Normal 31.91 7767 - Normal 31.91 7767 0 Normal 31.90 7758 - Normal 31.90 7758 0 Normal 31.89 7749 - Normal 31.89 7749 0 Normal 31.88 7739 - Normal 31.88 7739 0 Normal 31.87 7730 - Normal 31.86 7720 - Normal 31.86 7720 0 Normal 31.85 7711 - Normal 31.85 7711 0 Normal 31.84 7701 - Normal 31.83 7692 - Normal 31.83 7692 0 Normal 31.82 7683 - Normal 31.82 7683 0 Normal 31.81 7673 - Normal 31.81 7673 0 Normal 31.80 7664 - Normal 31.79 7654 - Normal 31.79 7654 0 Normal 31.78 7645 - Normal 31.78 7645 0 Normal 31.77 7636 - Normal 31.77 7636 0 Normal 31.76 7626 - Normal 31.75 7617 - Normal 31.75 7617 0 Normal 31.74 7607 - Normal 31.74 7607 0 Normal 31.73 7598 - Normal 31.73 7598 0 Normal 31.73 7598 0 Normal 31.73 7598 0 Normal 31.72 7589 - Normal 31.72 7589 0 Normal 31.73 7598 + Normal 31.73 7598 0 Normal 31.73 7598 0 Normal 31.73 7598 0 Normal 31.74 7607 + Normal 31.74 7607 0 Normal 31.75 7617 + Normal 31.76 7626 + 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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