CNRFC - Hydrology - River Guidance - Tabular Data

*** IMPORTANT *** Week of June 16 - Website Data Outage - Due to a major computer upgrade the week of June 16, nearly all data on the CNRFC web site will not be updated. We anticipate the down time to be approximately 4 days. The latest deterministic hydrologic forecasts for official forecast points will continue to be available at the National Water Prediction Service during this time.

Location:

# NOTE 1: # NOTE 2: # NOTE 3: # NOTE 4:

KLAMATHRUSNAPSOUTHBAYSALINASSOCALSANDIEGOUPRSACLWRSACFTHRYUBAAMERICANCAPUTAHTULARESANJOAQNSANJOAQESIERRAHUMBOLDT = window.location.search; = new URLSearchParams(queryString); = window.location.href.split('?')[0] + "?" + urlParams.toString(); class="head">ALAMEDA CREEK - NILES (NILC1)
Latitude: 37.59º N Longitude: 121.96º W Elevation: 86 Feet
Location: Alameda County in California Bulletin Group: Central Coast River Group: South Bay
Issuance Time: Jun 16 2025 at 6:35 AM PDT Next Issuance: Jun 17 2025 at 9:00 AM PDT width="16%">
Action/Monitor: N/A Minor Flood: 9.0 Feet Moderate Flood: 10.5 Feet Major Flood: N/A

# Tabular Observed and Forecast Hydrograph Information Creek - Niles (NILC1) 06/16/2025 at 06:36 AM PDT Date & Time of Maximum Observed: 06/13/2025 at 04:00 PM PDT 2.99 Feet 31 cfs & Time of Maximum Forecast: 06/16/2025 at 07:00 AM PDT 2.90 Feet 24 cfs Stage (Feet) Flow (cfs) Trend Observed Status ------------------------------------------------------------- 2.90 24 Normal 2.91 24 + Normal 2.91 24 0 Normal 2.92 25 + Normal 2.92 25 0 Normal 2.93 26 + Normal 2.91 24 - Normal 2.89 23 - Normal 2.87 21 - Normal 2.87 21 0 Normal 2.87 21 0 Normal 2.86 21 - Normal 2.85 20 - Normal 2.83 19 - Normal 2.80 17 - Normal 2.78 16 - Normal 2.76 15 - Normal 2.75 14 - Normal 2.74 14 - Normal 2.74 14 0 Normal 2.73 13 - Normal 2.77 15 + Normal 2.87 21 + Normal 2.90 24 + Normal 2.91 24 + Normal 2.92 25 + Normal 2.92 25 0 Normal 2.93 26 + Normal 2.93 26 0 Normal 2.93 26 0 Normal 2.94 27 + Normal 2.94 27 0 Normal 2.95 28 + Normal 2.95 28 0 Normal 2.95 28 0 Normal 2.94 27 - Normal 2.93 26 - Normal 2.88 22 - Normal 2.84 19 - Normal 2.82 18 - Normal 2.80 17 - Normal 2.79 16 - Normal 2.77 15 - Normal 2.77 15 0 Normal 2.76 15 - Normal 2.76 15 0 Normal 2.76 15 0 Normal 2.85 20 + Normal 2.95 28 + Normal 2.96 28 + Normal 2.97 29 + Normal 2.97 29 0 Normal 2.97 29 0 Normal 2.98 30 + Normal 2.98 30 0 Normal 2.99 31 + Normal 2.99 31 0 Normal 2.98 30 - Normal 2.99 31 + Normal 2.97 29 - Normal 2.93 26 - Normal 2.88 22 - Normal 2.84 19 - Normal 2.82 18 - Normal 2.80 17 - Normal 2.79 16 - Normal 2.78 16 - Normal 2.77 15 - Normal 2.77 15 0 Normal 2.77 15 0 Normal 2.77 15 0 Normal 2.76 15 - Normal 2.76 15 0 Normal 2.77 15 + Normal 2.76 15 - Normal 2.77 15 + Normal 2.77 15 0 Normal 2.77 15 0 Normal 2.77 15 0 Normal 2.78 16 + Normal 2.78 16 0 Normal 2.78 16 0 Normal 2.81 18 + Normal 2.81 18 0 Normal 2.80 17 - Normal 2.80 17 0 Normal 2.80 17 0 Normal 2.79 16 - Normal 2.79 16 0 Normal 2.79 16 0 Normal 2.79 16 0 Normal 2.79 16 0 Normal 2.78 16 - Normal 2.78 16 0 Normal 2.78 16 0 Normal 2.78 16 0 Normal 2.78 16 0 Normal 2.79 16 + Normal 2.79 16 0 Normal 2.79 16 0 Normal 2.79 16 0 Normal 2.79 16 0 Normal 2.79 16 0 Normal 2.79 16 0 Normal 2.78 16 - Normal 2.77 15 - Normal 2.77 15 0 Normal 2.79 16 + Normal 2.76 15 - Normal 2.75 14 - Normal 2.74 14 - Normal 2.74 14 0 Normal 2.74 14 0 Normal 2.74 14 0 Normal 2.73 13 - Normal 2.73 13 0 Normal 2.73 13 0 Normal 2.73 13 0 Normal 2.73 13 0 Normal 2.79 16 + Normal 2.85 20 + Normal Stage (Feet) Flow (cfs) Trend Forecast Status ------------------------------------------------------------- 2.90 24 Normal 2.90 24 0 Normal 2.90 24 0 Normal 2.90 24 0 Normal 2.90 24 0 Normal 2.89 23 - Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.89 23 0 Normal 2.88 22 - Normal 2.88 22 0 Normal 2.88 22 0 Normal 2.88 22 0 Normal 2.88 22 0 Normal 2.88 22 0 Normal 2.88 22 0 Normal 2.88 22 0 Normal 2.88 22 0 Normal 2.88 22 0 Normal 2.88 22 0 Normal 2.88 22 0 Normal 2.88 22 0 Normal 2.88 22 0 Normal 2.88 22 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 -->
communication-links"> class ="two-third-first nopad">