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: Jun 01 2026 at 6:48 AM PDT Next Issuance: Jun 02 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) 06/01/2026 at 06:50 AM PDT Date & Time of Maximum Observed: 06/01/2026 at 06:00 AM PDT 32.36 Feet 8368 cfs & Time of Maximum Forecast: 06/03/2026 at 10:00 PM PDT 32.62 Feet 8619 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 30.47 6602 Normal 30.55 6675 + Normal 30.56 6684 + Normal 30.55 6675 - Normal 30.54 6666 - Normal 30.56 6684 + Normal 30.58 6702 + Normal 30.60 6720 + Normal 30.62 6738 + Normal 30.63 6747 + Normal 30.65 6766 + Normal 30.66 6775 + Normal 30.67 6784 + Normal 30.68 6793 + Normal 30.69 6802 + Normal 30.69 6802 0 Normal 30.70 6811 + Normal 30.71 6820 + Normal 30.71 6820 0 Normal 30.72 6829 + Normal 30.72 6829 0 Normal 30.73 6838 + Normal 30.73 6838 0 Normal 30.73 6838 0 Normal 30.74 6848 + Normal 30.74 6848 0 Normal 30.74 6848 0 Normal 30.75 6857 + Normal 30.75 6857 0 Normal 30.75 6857 0 Normal 30.75 6857 0 Normal 30.75 6857 0 Normal 30.75 6857 0 Normal 30.75 6857 0 Normal 30.75 6857 0 Normal 30.75 6857 0 Normal 30.75 6857 0 Normal 30.75 6857 0 Normal 30.75 6857 0 Normal 30.76 6866 + Normal 30.77 6875 + Normal 30.77 6875 0 Normal 30.79 6893 + Normal 30.80 6902 + Normal 30.81 6912 + Normal 30.83 6930 + Normal 30.85 6948 + Normal 30.87 6967 + Normal 30.89 6985 + Normal 30.91 7003 + Normal 30.93 7022 + Normal 30.95 7040 + Normal 30.93 7022 - Normal 30.92 7013 - Normal 30.95 7040 + Normal 30.97 7059 + Normal 31.06 7142 + Normal 31.08 7160 + Normal 31.12 7197 + Normal 31.19 7262 + Normal 31.24 7308 + Normal 31.31 7373 + Normal 31.35 7411 + Normal 31.33 7392 - Normal 31.35 7411 + Normal 31.39 7448 + Normal 31.43 7485 + Normal 31.42 7476 - Normal 31.42 7476 0 Normal 31.47 7523 + Normal 31.49 7542 + Normal 31.48 7532 - Normal 31.48 7532 0 Normal 31.51 7560 + Normal 31.57 7617 + Normal 31.61 7654 + Normal 31.60 7645 - Normal 31.62 7664 + Normal 31.62 7664 0 Normal 31.70 7739 + Normal 31.71 7749 + Normal 31.72 7758 + Normal 31.72 7758 0 Normal 31.74 7777 + Normal 31.79 7824 + Normal 31.79 7824 0 Normal 31.80 7834 + Normal 31.82 7853 + Normal 31.87 7900 + Normal 31.86 7890 - Normal 31.90 7928 + Normal 31.91 7938 + Normal 31.93 7957 + Normal 31.99 8014 + Normal 32.03 8052 + Normal 32.04 8062 + Normal 32.07 8090 + Normal 32.11 8128 + Normal 32.16 8176 + Normal 32.18 8195 + Normal 32.22 8234 + Normal 32.24 8253 + Normal 32.25 8262 + Normal 32.27 8282 + Normal 32.26 8272 - Normal 32.26 8272 0 Normal 32.27 8282 + Normal 32.27 8282 0 Normal 32.28 8291 + Normal 32.29 8301 + Normal 32.30 8310 + Normal 32.32 8330 + Normal 32.31 8320 - Normal 32.32 8330 + Normal 32.33 8339 + Normal 32.35 8358 + Normal 32.34 8349 - Normal 32.35 8358 + Normal 32.36 8368 + Normal 32.35 8358 - Normal 32.36 8368 + Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 32.37 8378 Normal 32.37 8378 0 Normal 32.38 8387 + Normal 32.39 8397 + Normal 32.39 8397 0 Normal 32.40 8407 + Normal 32.40 8407 0 Normal 32.41 8416 + Normal 32.41 8416 0 Normal 32.42 8426 + Normal 32.42 8426 0 Normal 32.42 8426 0 Normal 32.42 8426 0 Normal 32.43 8436 + Normal 32.43 8436 0 Normal 32.43 8436 0 Normal 32.43 8436 0 Normal 32.43 8436 0 Normal 32.44 8445 + Normal 32.44 8445 0 Normal 32.44 8445 0 Normal 32.44 8445 0 Normal 32.44 8445 0 Normal 32.44 8445 0 Normal 32.44 8445 0 Normal 32.44 8445 0 Normal 32.44 8445 0 Normal 32.45 8455 + Normal 32.45 8455 0 Normal 32.45 8455 0 Normal 32.46 8465 + Normal 32.46 8465 0 Normal 32.47 8474 + Normal 32.47 8474 0 Normal 32.48 8484 + Normal 32.49 8494 + Normal 32.49 8494 0 Normal 32.50 8503 + Normal 32.51 8513 + Normal 32.52 8523 + Normal 32.52 8523 0 Normal 32.53 8532 + Normal 32.54 8542 + Normal 32.55 8552 + Normal 32.55 8552 0 Normal 32.56 8561 + Normal 32.56 8561 0 Normal 32.57 8571 + Normal 32.58 8581 + Normal 32.58 8581 0 Normal 32.59 8590 + Normal 32.59 8590 0 Normal 32.59 8590 0 Normal 32.60 8600 + Normal 32.60 8600 0 Normal 32.60 8600 0 Normal 32.60 8600 0 Normal 32.61 8610 + Normal 32.61 8610 0 Normal 32.61 8610 0 Normal 32.61 8610 0 Normal 32.61 8610 0 Normal 32.61 8610 0 Normal 32.62 8619 + Normal 32.62 8619 0 Normal 32.62 8619 0 Normal 32.62 8619 0 Normal 32.62 8619 0 Normal 32.62 8619 0 Normal 32.61 8610 - Normal 32.61 8610 0 Normal 32.61 8610 0 Normal 32.61 8610 0 Normal 32.61 8610 0 Normal 32.61 8610 0 Normal 32.61 8610 0 Normal 32.60 8600 - Normal 32.60 8600 0 Normal 32.60 8600 0 Normal 32.60 8600 0 Normal 32.60 8600 0 Normal 32.60 8600 0 Normal 32.59 8590 - Normal 32.59 8590 0 Normal 32.59 8590 0 Normal 32.59 8590 0 Normal 32.58 8581 - Normal 32.58 8581 0 Normal 32.58 8581 0 Normal 32.58 8581 0 Normal 32.58 8581 0 Normal 32.57 8571 - Normal 32.57 8571 0 Normal 32.57 8571 0 Normal 32.56 8561 - Normal 32.56 8561 0 Normal 32.56 8561 0 Normal 32.56 8561 0 Normal 32.55 8552 - Normal 32.55 8552 0 Normal 32.55 8552 0 Normal 32.55 8552 0 Normal 32.54 8542 - Normal 32.54 8542 0 Normal 32.54 8542 0 Normal 32.53 8532 - Normal 32.53 8532 0 Normal 32.53 8532 0 Normal 32.53 8532 0 Normal 32.52 8523 - Normal 32.52 8523 0 Normal 32.52 8523 0 Normal 32.52 8523 0 Normal 32.51 8513 - Normal 32.51 8513 0 Normal 32.51 8513 0 Normal 32.51 8513 0 Normal 32.50 8503 - Normal 32.50 8503 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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